阅读说明：本技术 地下室结构混凝土施工缝渗漏处理方法 (Basement structure concrete construction joint leakage treatment method ) 是由 杜全林 高义龙 段振峰 郭志明 尚明峰 于 2021-08-30 设计创作，主要内容包括：本发明公开了一种地下室结构混凝土施工缝渗漏处理方法,包括处理设备和控制模块,地下室结构混凝土施工缝渗漏处理方法的的具体步骤：S1：准备好处理设备和检测设备,并将处理设备和检测设备一起移动到工作区；S2：依次对进料管上对应的密封机构取下,然后依次通过进料管向罐体内部分隔成的六组储存腔中加入水源、LB-91改性环氧浆液、LB-92水溶性聚氨酯浆液、LB-21环氧乳液水泥砂浆、LB-7氯丁乳胶水泥砂浆和LB-14弹性水泥,并依次对密封机构在进料管上进行归位；S16：进行施工缝检查,经检查无渗漏后修复原有饰面。本发明结构设计合理,便于对施工缝或裂缝进行有效封堵,减少发生渗漏的可能,同时也减少对封堵材料造成的浪费。(The invention discloses a basement structure concrete construction joint leakage processing method, which comprises processing equipment and a control module, and comprises the following specific steps: s1: preparing a processing device and a detection device, and moving the processing device and the detection device to a working area together; s2: sequentially taking down corresponding sealing mechanisms on the feeding pipe, then sequentially adding a water source, LB-91 modified epoxy slurry, LB-92 water-soluble polyurethane slurry, LB-21 epoxy emulsion cement mortar, LB-7 neoprene emulsion cement mortar and LB-14 elastic cement into six groups of storage cavities partitioned in the tank body through the feeding pipe, and sequentially resetting the sealing mechanisms on the feeding pipe; s16: and (5) carrying out construction joint inspection, and repairing the original facing after no leakage is detected. The invention has reasonable structural design, is convenient for effectively plugging construction joints or cracks, reduces the possibility of leakage and simultaneously reduces the waste of plugging materials.)

1. A basement structure concrete construction joint leakage processing method is characterized by comprising the following steps: the crack comprehensive tester comprises processing equipment and a control module (7), wherein the control module (7) is respectively and electrically connected with a touch display module (5), a crack comprehensive tester module (6) and a volume calculation module (8);

the treatment equipment comprises a movable vehicle body (1), wherein a lazy support (4), a cleaning device (2) and a grouting device (3) are sequentially arranged at the top of the movable vehicle body (1) from left to right;

the cleaning device (2) consists of a dust suction nozzle (201), an air suction pump (202), a first air outlet pipe (203), a second air outlet pipe (204), a stop valve, a first high-pressure spray gun (205), a dust filter (206) and a box body (207);

the grouting device (3) comprises a tank body (301), a second high-pressure spray gun (305) and a booster pump (306);

the inner cavity of the tank body (301) is uniformly divided into six groups of storage cavities (3012) through partition plates (3011);

the upper side and the lower side of the tank body (301) are symmetrically provided with a flow distribution mechanism (304), and the flow distribution mechanism (304) consists of an electric control valve body module (3041), a flow distribution pipe (3042), a cavity table (3043) and a connecting nozzle (3043);

the outer side of the upper side flow dividing mechanism (304) is uniformly provided with a feeding pipe (302), the bottom of the feeding pipe (302) is communicated with the storage cavities (3012) in a one-to-one correspondence manner, and the feeding pipe (302) is provided with a sealing mechanism (303);

the sealing mechanism (303) is composed of a threaded column (3031), a knurled nut (3032), a sealing cover sleeve (3033), a displacement groove (3034), a piston rod (3035), a liquid level sensing volume calculating module (3036) and a sealing piston (3037);

the concrete steps of the basement structure concrete construction joint leakage treatment method are as follows:

s1: preparing a processing device and a detection device, and moving the processing device and the detection device to a working area together;

s2: sequentially taking down corresponding sealing mechanisms (303) on the feeding pipe (302), sequentially adding a water source, LB-91 modified epoxy slurry, LB-92 water-soluble polyurethane slurry, LB-21 epoxy emulsion cement mortar, LB-7 neoprene emulsion cement mortar and LB-14 elastic cement into six groups of storage cavities (3012) partitioned from the interior of the tank body (301) through the feeding pipe (302), and sequentially returning the sealing mechanisms (303) on the feeding pipe (302);

s3: searching for a construction joint, fixing the dust suction nozzle (201) by using a handle rod for clamping the dust suction nozzle (201) by using a group of lazy people supports (4), facing the dust suction nozzle (201) to the construction joint, opening a stop valve, starting an air suction pump (202) to suck air, then cutting a V-shaped groove with the width multiplied by the depth of 30 multiplied by 30mm along the construction joint, simultaneously sucking dust and reducing dust by the working air suction pump (202) through the dust suction nozzle (201), adsorbing and filtering air absorbing dust by air before the air enters the air suction pump (202) through a dust filter (206), and finally exhausting by communicating an air outlet pipe I (203) with an air outlet pipe II (204);

s4: the dust collection nozzle (201) is taken down from the lazy support (4), an operator holds a handle of a first high-pressure spray gun (205) with one hand and opens the handle, then adjusts a stop valve on an air outlet pipe (204), reduces the displacement of the air outlet pipe II (204), then holds a handle rod of the dust collection nozzle (201) with the other hand, sprays high-pressure air through the first high-pressure spray gun (205) to clean up slag blocks on construction joints passing through grooves, continues to reduce the displacement of the air outlet pipe II (204) when the air pressure is insufficient, and absorbs raised dust through the dust collection nozzle (201);

s5: an electric control valve body module (3041) on a shunt pipe (3042) communicated with a storage cavity (3012) for storing a water source in two groups of shunt mechanisms (304) is opened through a control module (7), an operator holds a handle of a second high-pressure spray gun (305) with one hand and starts the handle, then a booster pump (306) is started to work through the control module (7), the shunt pipe (3042) communicated with the storage cavity (3012) for storing the water source is conducted through a cavity table (3043) at the upper end, then the storage cavity (3012) for storing the water source is pressurized, so that the water source is conveyed to a cavity table (3043) at the lower end through the shunt pipe (3042) communicated with the storage cavity (3012) for storing the water source, then conveyed to a soft catheter through a connecting nozzle (3044) from the cavity table (3043) at the lower end, and finally sprayed out from the second high-pressure spray gun (305);

s6: washing dust on the construction joint with the groove through a high-pressure water source sprayed by a second high-pressure spray gun (305), wetting the construction joint and finishing the washing and wetting work of the construction joint;

s7: closing an electric control valve body module (3041) on a pressure boosting pump (306) and a shunt pipe (3042) communicated with a storage cavity (3012) for storing a water source in the two groups of shunt mechanisms (304) through a control module (7), and manually closing a second high-pressure spray gun (305);

s8: the depth and width detection and the measured construction joint image storage are carried out on the construction joint by using a comprehensive crack tester module (6), information is transmitted to a control module (7), then the control module (7) controls a volume calculation module (8) to calculate the size of the construction joint and convert the volume and the volume, and finally the stored measured construction joint image and the calculated volume converted by the construction joint are displayed by a touch display module (5);

s9: by adjusting a sealing mechanism (303) on a feeding pipe (302) communicated with a storage cavity (3012) for storing LB-91 modified epoxy slurry: firstly, a loose knurled nut (3032) is unscrewed on a threaded column (3031), then a sealing cover sleeve (3033) is moved upwards from a feeding pipe (302), a sealing piston (3037) is driven to move upwards in the feeding pipe (302), a piston rod (3035) is driven to move upwards in a storage cavity (3012), a liquid level sensing volume calculation module (3036) is further driven to move upwards from the bottom of the storage cavity (3012), liquid level sensing is carried out through the liquid level sensing volume calculation module (3036), the volume of LB-91 modified epoxy slurry at the top of the sealing cover sleeve is calculated, information is transmitted to a control module (7), then the information is transmitted to a touch display module (5) through the control module (7) to be displayed, when the volume is observed to be equal to the volume calculated by the volume of a construction joint, the upwards moving action of the sealing cover sleeve (3033) is stopped, and then the knurled nut (3032) is screwed on the threaded column (3031) to carry out sealing mechanism (303) on the feeding pipe (302) The limit is fixed, and the feed pipe (302) is blocked and sealed by a sealing piston (3037);

s10: the electric control valve body modules (3041) on the shunt pipes (3042) which are communicated with the storage cavity (3012) for storing the LB-91 modified epoxy slurry in the two groups of shunt mechanisms (304) are respectively opened through the control module (7), an operator holds the handle of the second high-pressure spray gun (305) and opens the second high-pressure spray gun, then the booster pump (306) is started to work through the control module (7), the LB-91 modified epoxy slurry is pressurized into the storage cavity (3012) for storing the LB-91 modified epoxy slurry after being conducted through the cavity table (3043) at the upper end and the shunt pipes (3042) which are communicated with the storage cavity (3012) for storing the LB-91 modified epoxy slurry at the upper end, the LB-91 modified epoxy slurry is conveyed into the cavity table (3043) at the lower end through the shunt pipes (3042) which are communicated with the storage cavity (3012) for storing the LB-91 modified epoxy slurry, the LB-91 modified epoxy slurry is conveyed into the soft guide pipes through the cavity table (3043) at the lower end through the connecting nozzle (3044), and finally the second high-pressure spray gun (305) is sprayed out, inserting a long rod nozzle of a second high-pressure spray gun (305) into a construction joint, filling LB-91 modified epoxy slurry into the construction joint by using a high-pressure effect, adjusting the spraying amount of the LB-91 modified epoxy slurry by the second high-pressure spray gun (305), immediately transmitting a signal to a control module (7) when the LB-91 modified epoxy slurry stored in a storage cavity (3012) is consumed until a liquid level sensing volume calculation module (3036) cannot sense the liquid level, closing an electric control valve body module (3041) on a flow dividing pipe (3042) communicated with the storage cavity (3012) for storing the LB-91 modified epoxy slurry in a booster pump (306) and two groups of flow dividing mechanisms (304) by the control module (7), and manually closing the second high-pressure spray gun (305);

s11: repeating the S5 action, washing and cleaning the residual LB-91 modified epoxy slurry in the cavity platform (3043) at the lower end and the second high-pressure spray gun (305) by using a water source, and repeating the S7 action after washing is finished;

s12: the electric control valve body modules (3041) on the shunt pipes (3042) which are communicated with the storage cavity (3012) for storing LB-21 epoxy emulsion cement mortar in the two groups of shunt mechanisms (304) are respectively opened through the control module (7), an operator holds the handle of the second high-pressure spray gun (305) and starts the second high-pressure spray gun (305), then the booster pump (306) is started to work through the control module (7), the LB-21 epoxy emulsion cement mortar is pressurized in the storage cavity (3012) for storing the LB-21 epoxy emulsion cement mortar after being conducted through the cavity platform (3043) at the upper end and the shunt pipes (3042) which are communicated with the storage cavity (3012) for storing the LB-21 epoxy emulsion cement mortar at the upper end, so that the LB-21 epoxy emulsion cement mortar is conveyed into the cavity platform (3043) at the lower end through the shunt pipes (3042) which are communicated with the storage cavity (3012) for storing the LB-21 epoxy emulsion cement mortar at the lower end, then the mixture is conveyed to a soft guide pipe by a cavity table (3043) at the lower end through a connecting nozzle (3044) and is finally sprayed out by a second high-pressure spray gun (305), LB-21 epoxy emulsion cement mortar is smeared to a construction joint part in batches through a nozzle of the second high-pressure spray gun (305), the spraying amount of the LB-21 epoxy emulsion cement mortar is adjusted by the second high-pressure spray gun (305), finally, a LB-21 epoxy emulsion cement mortar local waterproof layer with the thickness of 5-7 mm and the width of 600mm is smeared at the construction joint part in batches, an electric control valve body module (3041) on a shunt pipe (3042) communicated with a storage cavity (3012) for storing the LB-21 epoxy emulsion cement mortar in a booster pump (306) and two shunt mechanisms (304) is closed through a control module (7), and the second high-pressure spray gun (305) is manually closed;

s13: repeating the S5 action, washing and cleaning LB-21 epoxy emulsion cement mortar remained in the cavity table (3043) at the lower end and the second high-pressure spray gun (305) by using a water source, and repeating the S7 action after washing is finished;

s14: an electric control valve body module (3041) on a shunt pipe (3042) communicated with a storage cavity (3012) for storing LB-14 elastic cement in two groups of shunt mechanisms (304) is respectively opened through a control module (7), an operator holds a handle of a second high-pressure spray gun (305) and starts the second high-pressure spray gun (305), then a booster pump (306) is started to work through the control module (7), the LB-14 elastic cement is pressurized into the storage cavity (3012) for storing the LB-14 elastic cement after being conducted through a cavity platform (3043) at the upper end and the shunt pipe (3042) communicated with the storage cavity (3012) for storing the LB-14 elastic cement at the upper end, the LB-14 elastic cement is conveyed into a cavity platform (3043) at the lower end through a shunt pipe (3042) communicated with the storage cavity (3012) for storing the LB-14 elastic cement at the lower end, the LB-14 elastic cement is conveyed into a soft pipe through a connecting nozzle (3044) by a cavity platform (3043) at the lower end, and finally the second spray gun (305) is sprayed out, LB-14 elastic cement is additionally coated on a construction joint part through a nozzle of a second high-pressure spray gun (305) to form a local waterproof reinforcing layer, the spraying amount of the cement mortar is adjusted through the second high-pressure spray gun (305), the thickness of the local waterproof reinforcing layer of the additionally coated LB-14 elastic cement is 3mm, after the local waterproof reinforcing layer is completed, an electric control valve body module (3041) on a dividing pipe (3042) communicated with a storage cavity (3012) for storing the LB-14 elastic cement in a booster pump (306) and two groups of dividing mechanisms (304) is closed through a control module (7), and the second high-pressure spray gun (305) is manually closed;

s15: repeating the S5 action, washing and cleaning LB-14 elastic cement remained in the cavity platform (3043) at the lower end and the second high-pressure spray gun (305) by using a water source, and repeating the S7 action after washing is finished;

s16: and (5) carrying out construction joint inspection, and repairing the original facing after no leakage is detected.

2. The basement structure concrete construction joint leakage treatment method according to claim 1, characterized in that: the box body (207) is fixedly mounted on the movable vehicle body (1), the air suction pump (202) and the dust filter (206) are located inside the box body (207), the input end of the air suction pump (202) is communicated with the dust filter (206) through a soft guide pipe, the input end of the dust filter (206) is communicated with the dust suction nozzle (201) through a soft guide pipe, the dust suction nozzle (201) is located on the rear side of the box body (207), the first air outlet pipe (203) is communicated with the output end of the air suction pump (202), the first air outlet pipe (203) is mounted on the front side wall of the box body (207), the side wall of the first air outlet pipe (203) is communicated with the second air outlet pipe (204), a stop valve is arranged on the second air outlet pipe (204), and the first high-pressure spray gun (205) is communicated with the output end of the first air outlet pipe (203) through a soft guide pipe.

3. The basement structure concrete construction joint leakage treatment method according to claim 1, characterized in that: in step S10, when the water burst of the construction joint is large, LB-92 water-soluble polyurethane slurry is adopted for chemical grouting water stop, and then secondary grouting treatment of LB-91 modified epoxy slurry is carried out.

4. The basement structure concrete construction joint leakage treatment method according to claim 1, characterized in that: in step S12, a local waterproof layer is plastered on the construction joint or is an LB-7 neoprene latex cement mortar local waterproof layer with the thickness of 7-10 mm.

5. The basement structure concrete construction joint leakage treatment method according to claim 1, characterized in that: the cavity platform (3043) is close to one side wall of the tank body (301) and is evenly communicated with a shunt pipe (3042), the shunt pipe (3042) is communicated with the storage cavity (3012) in a one-to-one correspondence mode, an electric control valve body module (3041) is arranged on the shunt pipe (3042), one side wall of the cavity platform (3043) far away from the tank body (301) is communicated with a connecting nozzle (3044), a connecting nozzle (3044) in the tank body (304) on the upper side is communicated with the output end of a booster pump (306), and the second high-pressure spray gun (305) is communicated with the output end of the connecting nozzle (3044) in the tank body (304) on the lower side through a soft conduit.

6. The basement structure concrete construction joint leakage treatment method according to claim 1, characterized in that: the sealing cover sleeve (3033) covers the feed pipe (302), the top of the piston rod (3035) is fixedly connected with the top of an inner cavity of the sealing cover sleeve (3033), the sealing piston (3037) is located in the inner cavity of the feed pipe (302), the sealing piston (3037) is fixedly connected with the piston rod (3035), a liquid level sensing volume calculation module (3036) is arranged at the bottom end of the piston rod (3035), a threaded column (3031) is arranged beside the sealing cover sleeve (3033), the threaded column (3031) is fixedly connected with the feed pipe (302), a knurled nut (3032) is screwed on the threaded column (3031), a displacement groove (3034) matched with the threaded column (3031) is formed in the side wall of the sealing cover sleeve (3033), and the bottom of the inner cavity of the displacement groove (3034) penetrates through the bottom of the sealing cover sleeve (3033).

7. The basement structure concrete construction joint leakage treatment method according to claim 1, characterized in that: the outside rigid coupling of the jar body (301) has second support frame (308), and the bottom of second support frame (308) with remove automobile body (1) looks rigid coupling, the bottom of booster pump (306) is provided with second support frame (307), and the bottom of second support frame (307) and second support frame (308) looks rigid coupling, the top of second support frame (307) has evenly been seted up and has been stepped down the operating window with sealing mechanism (303) matched with.

Technical Field

The invention relates to the technical field of concrete construction of basement structures, in particular to a basement structure concrete construction joint leakage processing method.

Background

The basement is that the height of the ground of a room lower than the ground level of the outdoor is more than half of the net height of the room, and a multi-storey and high-rise building needs a deeper foundation. The basement is built below the bottom layer of the house, so that the land efficiency of the building can be improved.

At present, construction joints are usually generated in the concrete construction process of a basement structure, the common measures for plugging the construction joints are not good, the leakage phenomenon is easy to occur, meanwhile, when an operator uses a plugging material for plugging, the operator usually observes with the naked eye, and plugs by manual operation in cooperation with a simple tool, so that the possibility of a large amount of waste of the used plugging material is easily caused, and therefore, the basement structure concrete construction joint leakage treatment method is provided.

Disclosure of Invention

The invention aims to overcome the problems in the prior art and provide a basement structure concrete construction joint leakage treatment method, which is convenient for effectively plugging construction joints or cracks, reduces the possibility of leakage and simultaneously reduces the waste of plugging materials.

In order to achieve the technical purpose and achieve the technical effect, the invention is realized by the following technical scheme:

a basement structure concrete construction joint leakage processing method comprises processing equipment and a control module, wherein the control module is respectively and electrically connected with a touch display module, a crack comprehensive tester module and a volume calculation module;

the processing equipment comprises a moving vehicle body, and a lazy support, a cleaning device and a grouting device are sequentially arranged at the top of the moving vehicle body from left to right;

the cleaning device consists of a dust suction nozzle, an air suction pump, a first air outlet pipe, a second air outlet pipe, a stop valve, a first high-pressure spray gun, a dust filter and a box body;

the grouting device comprises a tank body, a second high-pressure spray gun and a booster pump;

the inner cavity of the tank body is uniformly divided into six groups of storage cavities through partition plates;

the upper side and the lower side of the tank body are symmetrically provided with a flow distribution mechanism, and the flow distribution mechanism consists of an electric control valve body module, a flow distribution pipe, a cavity table and a connecting nozzle;

the outer side of the upper side of the flow dividing mechanism is uniformly provided with a feeding pipe, the bottom of the feeding pipe is communicated with the storage cavities in a one-to-one correspondence manner, and the feeding pipe is provided with a sealing mechanism;

the sealing mechanism consists of a threaded column, a knurled nut, a sealing cover sleeve, a displacement groove, a piston rod, a liquid level sensing volume calculation module and a sealing piston;

the concrete steps of the basement structure concrete construction joint leakage treatment method are as follows:

s1: preparing a processing device and a detection device, and moving the processing device and the detection device to a working area together;

s2: sequentially taking down corresponding sealing mechanisms on the feeding pipe, then sequentially adding a water source, LB-91 modified epoxy slurry, LB-92 water-soluble polyurethane slurry, LB-21 epoxy emulsion cement mortar, LB-7 neoprene emulsion cement mortar and LB-14 elastic cement into six groups of storage cavities partitioned in the tank body through the feeding pipe, and sequentially resetting the sealing mechanisms on the feeding pipe;

s3: searching for a construction joint, fixing the dust suction nozzle by using a handle rod of a group of lazy supports for clamping the dust suction nozzle, facing the dust suction nozzle to the construction joint, opening a stop valve, starting an air suction pump to suck air, then drilling a V-shaped groove with the width multiplied by the depth of 30 multiplied by 30mm along the construction joint, simultaneously sucking dust and reducing dust through the dust suction nozzle by using the working air suction pump, adsorbing and filtering air containing dust through a dust filter before the air enters the air suction pump, and finally exhausting through the communication of a first air outlet pipe and a second air outlet pipe;

s4: the dust suction nozzle is taken down from the lazy support, an operator holds a handle of the first high-pressure spray gun with one hand and opens the handle, then adjusts a stop valve on the air outlet pipe to reduce the air displacement of the second air outlet pipe, then holds a handle rod of the dust suction nozzle with the other hand, high-pressure air is sprayed out through the first high-pressure spray gun to clean the construction joint with the groove for slag blocks, when the air pressure is insufficient, the air displacement of the second air outlet pipe is continuously reduced, and raised dust is absorbed through the dust suction nozzle;

s5: the control module respectively opens the electric control valve body modules on the shunt pipes communicated with the storage cavity for storing the water source in the two groups of shunt mechanisms, an operator holds and opens the handle of the second high-pressure spray gun by one hand, then the booster pump is started to work by the control module, the water source is pressurized in the storage cavity for storing the water source after the cavity table at the upper end and the shunt pipes communicated with the storage cavity for storing the water source at the upper end are communicated, so that the water source is conveyed to the cavity table at the lower end through the shunt pipes communicated with the storage cavity for storing the water source at the lower end, then conveyed to the soft guide pipe by the cavity table at the lower end through the connecting nozzle, and finally sprayed out by the second high-pressure spray gun;

s6: washing dust on the construction joint passing through the groove by using a high-pressure water source sprayed out by a second high-pressure spray gun, and wetting the construction joint to finish the washing and wetting work of the construction joint;

s7: the booster pump and an electric control valve body module on a shunt pipe communicated with a storage cavity for storing a water source in the two groups of shunt mechanisms are closed through the control module, and the second high-pressure spray gun is manually closed;

s8: the method comprises the steps that a comprehensive crack tester module is used for detecting the depth and the width of a construction joint and storing a detected construction joint image, information is transmitted to a control module, then the control module controls a volume calculation module to calculate the size of the construction joint and convert the volume and the volume, and finally a touch display module is used for displaying the stored detected construction joint image and the calculated volume converted by the volume of the construction joint;

s9: the sealing mechanism on the feeding pipe communicated with the storage cavity for storing the LB-91 modified epoxy slurry is adjusted: firstly, unscrewing and loosening knurled nuts on a threaded column, then moving a sealing cover sleeve upwards from a feeding pipe, driving a sealing piston to move upwards in the feeding pipe, simultaneously driving a piston rod to move upwards in a storage cavity, further driving a liquid level sensing volume calculation module to move upwards from the bottom of the storage cavity, carrying out liquid level sensing through the liquid level sensing volume calculation module, calculating the volume of LB-91 modified epoxy slurry at the top of the liquid level sensing volume calculation module, transmitting information to a control module, then transmitting the information to a touch display module through the control module for displaying, stopping the upwards moving action of the sealing cover sleeve when the volume is observed to be equal to the volume calculated by the volume of a construction joint, then screwing and screwing the knurled nuts on the threaded column to limit and fix a sealing mechanism on the feeding pipe, and plugging and sealing the feeding pipe through the sealing piston;

s10: the electric control valve body modules on the shunt tubes communicated with the storage cavity for storing the LB-91 modified epoxy slurry in the two groups of shunt mechanisms are respectively opened through the control module, an operator holds and opens the handle of the second high-pressure spray gun, then the booster pump is started to work through the control module, the shunt tubes communicated with the storage cavity for storing the LB-91 modified epoxy slurry are conducted through the cavity table at the upper end and the shunt tubes communicated with the storage cavity for storing the LB-91 modified epoxy slurry, the storage cavity for storing the LB-91 modified epoxy slurry is pressurized, so that the LB-91 modified epoxy slurry is conveyed to the cavity table at the lower end through the shunt tubes communicated with the storage cavity for storing the LB-91 modified epoxy slurry at the lower end, then conveyed to the soft guide tube through the connecting nozzle by the cavity table at the lower end, finally sprayed out by the second high-pressure spray gun, and inserted into a construction joint through the long rod nozzle of the second high-pressure spray gun, filling LB-91 modified epoxy slurry into the construction joint by utilizing high-pressure action, adjusting the spraying quantity of the LB-91 modified epoxy slurry by a second high-pressure spray gun, immediately transmitting a signal to a control module when the LB-91 modified epoxy slurry stored in a storage cavity is consumed until a liquid level induction volume calculation module cannot induce the liquid level, closing an electronic control valve body module on a shunt pipe communicated with the storage cavity for storing the LB-91 modified epoxy slurry in a booster pump and two groups of shunt mechanisms by the control module, and manually closing the second high-pressure spray gun;

s11: repeating the S5 action, washing and cleaning the residual LB-91 modified epoxy slurry in the cavity table at the lower end and the second high-pressure spray gun by using a water source, and repeating the S7 action after washing;

s12: the electric control valve body modules on the shunt pipes communicated with the storage cavity for storing LB-21 epoxy emulsion cement mortar in the two groups of shunt mechanisms are respectively opened through the control module, an operator holds a handle of the second high-pressure spray gun and starts the second high-pressure spray gun by hand, then starts a booster pump to work through the control module, conducts the shunt pipes communicated with the storage cavity for storing LB-21 epoxy emulsion cement mortar through the cavity table at the upper end and the shunt pipes communicated with the storage cavity for storing LB-21 epoxy emulsion cement mortar, boosts the pressure in the storage cavity for storing LB-21 epoxy emulsion cement mortar, so that the LB-21 epoxy emulsion cement mortar is conveyed to the cavity table at the lower end through the shunt pipes communicated with the storage cavity for storing LB-21 epoxy emulsion cement mortar at the lower end, is conveyed to the soft guide pipe through the cavity table at the lower end through the connecting nozzle, is sprayed out through the second high-pressure spray gun, and the LB-21 epoxy emulsion cement mortar is plastered to the construction joint part through the nozzle of the second high-pressure spray gun, adjusting the spraying amount of LB-21 epoxy emulsion cement mortar by a second high-pressure spray gun, smearing an LB-21 epoxy emulsion cement mortar local waterproof layer with the thickness of 5-7 mm and the width of 600mm on a construction joint part in batches, closing an electric control valve body module on a flow dividing pipe communicated with a storage cavity for storing the LB-21 epoxy emulsion cement mortar in a booster pump and two groups of flow dividing mechanisms by a control module, and manually closing the second high-pressure spray gun;

s13: repeating the S5 action, washing and cleaning LB-21 epoxy emulsion cement mortar remained in the cavity table at the lower end and the second high-pressure spray gun by using a water source, and repeating the S7 action after washing;

s14: the electric control valve body modules on the shunt pipes communicated with the storage cavity for storing the LB-14 elastic cement in the two groups of shunt mechanisms are respectively opened through the control module, an operator holds a handle of the second high-pressure spray gun and starts the second high-pressure spray gun, then starts the booster pump to work through the control module, conducts the shunt pipes communicated with the storage cavity for storing the LB-14 elastic cement through the cavity table at the upper end and the shunt pipes communicated with the storage cavity for storing the LB-14 elastic cement, boosts the pressure in the storage cavity for storing the LB-14 elastic cement, enables the LB-14 elastic cement to be conveyed to the cavity table at the lower end through the shunt pipes communicated with the storage cavity for storing the LB-14 elastic cement at the lower end, conveys the LB-14 elastic cement to the soft guide pipe through the cavity table at the lower end through the connecting nozzle, finally sprays the soft guide pipe through the second high-pressure spray gun, and forms a local waterproof reinforcing layer by additionally coating the LB-14 elastic cement on the construction joint part through the nozzle of the second high-pressure spray gun, the spraying amount of cement mortar is adjusted through a second high-pressure spray gun, so that the thickness of the local waterproof reinforced layer of the additionally coated LB-14 elastic cement is 3mm, and after the spraying is finished, an electronic control valve body module on a flow dividing pipe communicated with a storage cavity for storing the LB-14 elastic cement in the booster pump and the two groups of flow dividing mechanisms is closed through a control module, and the second high-pressure spray gun is manually closed;

s15: repeating the S5 action, washing and cleaning LB-14 elastic cement remained in the cavity table at the lower end and the second high-pressure spray gun by using a water source, and repeating the S7 action after washing;

s16: and (5) carrying out construction joint inspection, and repairing the original facing after no leakage is detected.

Preferably, the box body is fixedly mounted on the movable vehicle body, the air pump and the dust filter are located inside the box body, the input end of the air pump is communicated with the dust filter through a soft guide pipe, the input end of the dust filter is communicated with the dust suction nozzle through a soft guide pipe, the dust suction nozzle is located on the rear side of the box body, the first air outlet pipe is communicated with the output end of the air pump, the first air outlet pipe is mounted on the front side wall of the box body, the side wall of the first air outlet pipe is communicated with the second air outlet pipe, a stop valve is arranged on the second air outlet pipe, and the first high-pressure spray gun is communicated with the output end of the first air outlet pipe through a soft guide pipe.

Based on the technical characteristics, the air suction pump and the dust filter are convenient to install and protect through the box body.

Preferably, in step S10, when the water burst of the construction joint is large, the LB-92 water-soluble polyurethane slurry is used to perform chemical grouting water stop, and then the secondary grouting treatment of the LB-91 modified epoxy slurry is performed.

Based on the technical characteristics, the possibility of leakage under the condition that the water gushes from the construction joints is avoided.

Preferably, in step S12, a local waterproof layer is applied to the construction joint or is a 7-10 mm thick LB-7 neoprene latex cement mortar local waterproof layer.

Based on the technical characteristics, the flexible selection of the local waterproof layer material of the cement mortar is facilitated.

Preferably, a lateral wall that the jar body was pressed close to the cavity platform evenly communicates there is the shunt tubes, and shunt tubes and storage chamber one-to-one are linked together, be provided with automatically controlled valve body module on the shunt tubes, a lateral wall intercommunication that the jar body was kept away from to the cavity platform has the connection mouth, the upside the output of the connection mouth in the jar body and booster pump is linked together, the second high-pressure spray gun is linked together through the output of the connection mouth in soft pipe and the downside jar body.

Based on the technical characteristics, the second high-pressure spray gun is conveniently communicated with the cavity platform at the lower side through the connecting nozzle and the soft conduit for use.

Preferably, sealed lid cover closes on the inlet pipe, the top of piston rod and the inner chamber top looks rigid coupling of sealed lid cover, sealed piston is located the inner chamber of inlet pipe, and sealed piston and piston rod looks rigid coupling, the bottom of piston rod is provided with liquid level response volume calculation module, the side of sealed lid cover is provided with the screw thread post, and the looks rigid coupling of screw thread post and inlet pipe, the spiro union has the annular knurl nut on the screw thread post, the displacement groove with screw thread post matched with is seted up to the other lateral wall of sealed lid cover, and runs through the bottom of sealed lid cover bottom the inner chamber in displacement groove.

Based on above-mentioned technical characteristics, be convenient for sealed lid cover after removing on the inlet pipe, make the screw thread post take place relative displacement in the displacement tank, and then be convenient for sealed lid cover after the annular knurl nut and screw thread post spiro union cooperation remove carries on spacing fixedly with the inlet pipe.

Preferably, the outside rigid coupling of jar body has the second support frame, and the bottom and the locomotive body rigid coupling of second support frame, the bottom of booster pump is provided with the second support frame, and the bottom and the second support frame looks rigid coupling of second support frame, the top of second support frame is evenly seted up and is stepped down the operating window with sealing mechanism matched with.

Based on above-mentioned technical characteristics, be convenient for use the support of jar body on removing the automobile body through the second support frame, be convenient for use the support of booster pump in jar body top through the second support frame, be convenient for through the operation window that abdies to the reciprocating of sealing mechanism on the inlet pipe regulation.

Compared with the prior art, the invention has the following beneficial effects:

firstly, the method comprises the following steps: through using dedicated treatment facility and control module to cooperate, carry out orderly quantitative use to the plugging material who uses, be convenient for carry out effective shutoff to the construction joint, reduce the possibility that takes place the seepage, also reduce the waste that causes the plugging material simultaneously.

Secondly, the method comprises the following steps: through the lazy people's support of cleaning device cooperation in the treatment facility, the dust that produces when being convenient for construct the construction joint dust fall dust removal, effectively keeps the clean and tidy in work place, is favorable to operation personnel's construction operation.

Thirdly, the method comprises the following steps: utilize the high-pressure principle through using the booster pump, the cooperation high-pressure spray gun uses, pours shutoff thick liquid material high pressure into the construction joint to can carry out more abundant grout to the construction joint is inside, avoid appearing the possibility of grout cavity.

Of course, it is not necessary for any product in which the invention is practiced to achieve all of the above-described advantages at the same time.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

FIG. 1 is a schematic view of the structure of a processing apparatus of the present invention;

FIG. 2 is a front view of FIG. 1 of the present invention;

FIG. 3 is a schematic view of the cleaning apparatus of the present invention;

FIG. 4 is a first schematic view of the structure of the nozzle of the present invention;

FIG. 5 is a second schematic structural view of the nozzle of the present invention;

FIG. 6 is a schematic view of the internal structure of the can body of the present invention;

FIG. 7 is a schematic structural view of the sealing mechanism of the present invention;

FIG. 8 is a functional block diagram of a control module of the present invention;

in the drawings, the components represented by the respective reference numerals are listed below:

1-moving the vehicle body;

2-a cleaning device; 201-dust absorption nozzle; 202-a suction pump; 203-a first air outlet pipe; 204-a second air outlet pipe; 205-a first high pressure spray gun; 206-dust filter; 207-box body;

3-grouting means;

301-tank body; 3011-a separator; 3012-a storage cavity;

302-a feed pipe;

303-a sealing mechanism; 3031-threaded column; 3032-knurled nuts; 3033-sealing cover sleeve; 3034-displacement groove; 3035-a piston rod; 3036-liquid level sensing volume calculating module; 3037-sealing piston;

304-a flow splitting mechanism; 3041-an electronic control valve module; 3042-shunt tubes; 3043-a cavity table; 3044-connecting the mouth;

305-a second high pressure lance; 306-a booster pump; 307-a first support frame; 308-a second support;

4-a lazy support; 5-touch display module; 6-a crack comprehensive tester module; 7-a control module; 8-and a volume calculation module.

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.

Example 1

Referring to fig. 1-8, a basement structure concrete construction joint leakage processing method includes a processing device and a control module 7, wherein the control module 7 is electrically connected with a touch display module 5, a comprehensive crack tester module 6 and a volume calculation module 8 respectively;

the treatment equipment comprises a movable vehicle body 1, wherein a lazy support 4, a cleaning device 2 and a grouting device 3 are sequentially arranged at the top of the movable vehicle body 1 from left to right;

the cleaning device 2 is composed of a dust suction nozzle 201, a suction pump 202, a first air outlet pipe 203, a second air outlet pipe 204, a stop valve, a first high-pressure spray gun 205, a dust filter 206 and a box body 207, wherein the box body 207 is fixedly arranged on the movable vehicle body 1, the suction pump 202 and the dust filter 206 are positioned in the box body 207, the input end of the suction pump 202 is communicated with the dust filter 206 through a soft guide pipe, the input end of the dust filter 206 is communicated with the dust suction nozzle 201 through a soft guide pipe, the dust suction nozzle 201 is positioned at the rear side of the box body 207, the first air outlet pipe 203 is communicated with the output end of the suction pump 202, the first outlet pipe 203 is arranged on the front side wall of the box body 207, the side wall of the first outlet pipe 203 is communicated with a second outlet pipe 204, the second outlet pipe 204 is provided with a stop valve, the first high-pressure spray gun 205 is communicated with the output end of the first outlet pipe 203 through a soft guide pipe, the box 207 is convenient for installing and protecting the suction pump 202 and the dust filter 206;

the grouting device 3 comprises a tank body 301, a second high-pressure spray gun 305 and a booster pump 306;

the inner cavity of the tank body 301 is uniformly divided into six groups of storage cavities 3012 by partition plates 3011;

the upper side and the lower side of the tank 301 are symmetrically provided with the flow dividing mechanisms 304, the flow dividing mechanisms 304 are composed of an electric control valve body module 3041, a flow dividing pipe 3042, a cavity table 3043 and a connecting nozzle 3043, one side wall of the cavity table 3043 close to the tank 301 is uniformly communicated with the flow dividing pipe 3042, the flow dividing pipe 3042 is correspondingly communicated with the storage cavity 3012, the electric control valve body module 3041 is arranged on the flow dividing pipe 3042, one side wall of the cavity table 3043 far away from the tank 301 is communicated with the connecting nozzle 3044, the connecting nozzle 3044 in the upper tank 304 is communicated with the output end of the booster pump 306, the second high-pressure spray gun 305 is communicated with the output end of the connecting nozzle 3044 in the lower tank 304 through a soft conduit, and the second high-pressure spray gun 305 is conveniently communicated with the cavity table 3043 on the lower side through the connecting nozzle 3044 and the soft conduit for use;

the feed pipes 302 are uniformly arranged on the outer side of the upper side flow dividing mechanism 304, the bottoms of the feed pipes 302 are communicated with the storage cavities 3012 in a one-to-one correspondence manner, and the feed pipes 302 are provided with sealing mechanisms 303;

the sealing mechanism 303 is composed of a threaded column 3031, a knurled nut 3032, a sealing cover sleeve 3033, a displacement groove 3034, a piston rod 3035, a liquid level sensing volume calculating module 3036 and a sealing piston 3037, the sealing cover sleeve 3033 covers the feed pipe 302, the top of the piston rod 3035 is fixedly connected with the top of the inner cavity of the sealing cover sleeve 3033, the sealing piston 3037 is positioned in the inner cavity of the feed pipe 302 and fixedly connected with the piston rod 3035, the bottom end of the piston rod 3035 is provided with the liquid level sensing volume calculating module 3036, the threaded column 3031 is arranged beside the sealing cover sleeve 3033, the threaded column 3031 is fixedly connected with the feed pipe 302, the knurled nut 3032 is screwed on the threaded column 3031, the displacement groove 3034 matched with the threaded column 3031 is arranged on the side wall of the sealing cover sleeve 3033, the bottom of the inner cavity of the displacement groove 3034 penetrates through the bottom of the sealing cover sleeve 3033, so that the threaded column 3031 is relatively displaced in the displacement groove 3034 after the sealing cover sleeve 3033 moves on the feed pipe 302, the moved sealing cover sleeve 3033 and the feeding pipe 302 are limited and fixed conveniently by the screw thread matching of the knurled nut 3032 and the screw thread column 3031;

a second support frame 308 is fixedly connected to the outer side of the tank 301, the bottom of the second support frame 308 is fixedly connected to the moving vehicle body 1, the second support frame 308 is used for supporting the tank 301 on the moving vehicle body 1 conveniently, a second support frame 307 is arranged at the bottom of the booster pump 306, the bottom of the second support frame 307 is fixedly connected to the second support frame 308, the second support frame 307 is used for supporting the booster pump 306 above the tank 301 conveniently, and a abdicating operation window matched with the sealing mechanism 303 is uniformly formed in the top of the second support frame 307, so that the up-and-down movement adjustment of the sealing mechanism 303 on the feed pipe 302 is facilitated;

the concrete steps of the basement structure concrete construction joint leakage treatment method are as follows:

s1: preparing a processing device and a detection device, and moving the processing device and the detection device to a working area together;

s2: sequentially taking down the corresponding sealing mechanisms 303 on the feeding pipe 302, sequentially adding a water source, LB-91 modified epoxy slurry, LB-92 water-soluble polyurethane slurry, LB-21 epoxy emulsion cement mortar, LB-7 neoprene emulsion cement mortar and LB-14 elastic cement into six groups of storage cavities 3012 partitioned from the interior of the tank body 301 through the feeding pipe 302, and sequentially returning the sealing mechanisms 303 on the feeding pipe 302;

s3: searching for a construction joint, fixing the dust suction nozzle 201 by using a handle rod for clamping the dust suction nozzle 201 by using a group of lazy people supports 4, facing the dust suction nozzle 201 to the construction joint, opening a stop valve, starting an air suction pump 202 to suck air, then cutting a V-shaped groove with the width multiplied by 30mm along the construction joint, simultaneously sucking dust and reducing dust by the working air suction pump 202 through the dust suction nozzle 201, adsorbing and filtering air containing dust by a dust filter 206 before the air enters the air suction pump 202, and finally exhausting by communicating an air outlet pipe one 203 with an air outlet pipe two 204;

s4: the dust suction nozzle 201 is taken down from the lazy support 4, an operator holds a handle of the first high-pressure spray gun 205 with one hand and opens the handle, then adjusts a stop valve on the air outlet pipe 204 to reduce the displacement of the second air outlet pipe 204, then holds a handle rod of the dust suction nozzle 201 with the other hand, high-pressure air is sprayed out through the first high-pressure spray gun 205 to clean the slag blocks of the construction joints with the grooves, when the air pressure is insufficient, the displacement of the second air outlet pipe 204 is continuously reduced, and raised dust is absorbed through the dust suction nozzle 201;

s5: the control module 7 respectively opens the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source in the two groups of shunt mechanisms 304, an operator holds the handle of the second high-pressure spray gun 305 with one hand and opens the handle, then the control module 7 opens the booster pump 306 to work, the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source are conducted through the cavity table 3043 at the upper end and the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source at the upper end, the pressure is increased in the storage cavity 3012 for storing the water source, so that the water source is conveyed to the cavity table 3043 at the lower end through the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source at the lower end, and then conveyed to the soft catheter through the connecting nozzle 3044 by the cavity table 3043 at the lower end and finally sprayed out by the second high-pressure spray gun 305;

s6: washing dust of the construction joint with the groove through a high-pressure water source sprayed by the second high-pressure spray gun 305, wetting the construction joint, and finishing the washing and wetting work of the construction joint;

s7: the control module 7 closes the booster pump 306 and an electric control valve body module 3041 on a shunt pipe 3042 communicated with a storage cavity 3012 for storing a water source in the two groups of shunt mechanisms 304, and manually closes the second high-pressure spray gun 305;

s8: the depth and width detection and the detected construction joint image storage are carried out on the construction joint by using the comprehensive crack tester module 6, the information is transmitted to the control module 7, then the control module 7 controls the volume calculation module 8 to carry out the calculation of the size of the construction joint and the conversion of the volume and the volume, and finally the stored detected construction joint image and the calculated volume of the construction joint are displayed by the touch display module 5;

s9: by adjusting the sealing mechanism 303 on the feeding pipe 302 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry: the loose knurled nut 3032 is first unscrewed on the threaded post 3031, and then the sealing cover 3033 is moved upward from the feed tube 302, carrying the sealing piston 3037 upward in the feed tube 302, meanwhile, the piston rod 3035 is driven to move upwards in the storage cavity 3012, and further the liquid level sensing volume calculating module 3036 is driven to move upwards from the bottom of the storage cavity 3012, the liquid level sensing is performed by the liquid level sensing volume calculation module 3036 and the volume of the LB-91 modified epoxy slurry at the top part thereof is calculated, and transmits the information to the control module 7, and then transmits the information to the touch display module 5 through the control module 7 for display, when the volume is equal to the volume converted from the construction joint volume, the upward movement of the sealing cover sleeve 3033 is stopped, then, a knurled nut 3032 is screwed and screwed on the threaded column 3031 to limit and fix the sealing mechanism 303 on the feed pipe 302, and the feed pipe 302 is blocked and sealed by a sealing piston 3037;

s10: the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry in the two groups of shunt mechanisms 304 are respectively opened through the control module 7, an operator holds the handle of the second high-pressure spray gun 305 and opens the handle, then the control module 7 starts the booster pump 306 to work, the shunt pipes 3043 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry are conducted through the cavity table 3043 at the upper end and the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry at the upper end, the storage cavity 3012 for storing the LB-91 modified epoxy slurry is pressurized, so that the LB-91 modified epoxy slurry is conveyed to the cavity table 3043 at the lower end through the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry, then conveyed to the soft guide pipes through the cavity table 3043 at the lower end through the connecting nozzles 3044 and finally sprayed out from the second high-pressure spray gun 305, the long rod of the second high-pressure spray gun 305 is inserted into a construction joint, filling LB-91 modified epoxy slurry into a construction joint under the action of high pressure, adjusting the spraying quantity of the LB-91 modified epoxy slurry through a second high-pressure spray gun 305, immediately transmitting a signal to a control module 7 when the LB-91 modified epoxy slurry stored in a storage cavity 3012 is consumed until a liquid level sensing volume calculation module 3036 does not sense the liquid level, closing an electric control valve body module 3041 on a shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry in a booster pump 306 and two groups of shunt mechanisms 304 through the control module 7, and manually closing the second high-pressure spray gun 305;

s11: repeating the S5 action, washing and cleaning the residual LB-91 modified epoxy slurry in the cavity table 3043 at the lower end and the second high-pressure spray gun 305 by using a water source, and repeating the S7 action after washing is finished;

s12: the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-21 epoxy emulsion cement mortar in the two groups of shunt mechanisms 304 are respectively opened through the control module 7, an operator holds the handle of the second high-pressure spray gun 305 and starts the second high-pressure spray gun 305, then the control module 7 starts the booster pump 306 to work, the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-21 epoxy emulsion cement mortar are conducted through the cavity table 3043 at the upper end and the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-21 epoxy emulsion cement mortar at the upper end, the storage cavity 3012 for storing LB-21 epoxy emulsion cement mortar is pressurized, so that LB-21 epoxy emulsion cement mortar is conveyed to the cavity table 3043 at the lower end through the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-21 epoxy emulsion cement mortar at the lower end, then conveyed to the soft guide pipes through the cavity table 3043 at the lower end through the connecting nozzle 3044 and finally sprayed out by the second high-pressure spray gun 305, the method comprises the steps of smearing LB-21 epoxy emulsion cement mortar to a construction joint part through a nozzle of a second high-pressure spray gun 305 in batches, regulating the spraying quantity of the LB-21 epoxy emulsion cement mortar through the second high-pressure spray gun 305, smearing LB-21 epoxy emulsion cement mortar local waterproof layers with the thickness of 5-7 mm and the width of 600mm on the construction joint part in batches, closing an electric control valve body module 3041 on a shunt pipe 3042 communicated with a storage cavity 3012 for storing the LB-21 epoxy emulsion cement mortar in a booster pump 306 and two groups of shunt mechanisms 304 through a control module 7, and manually closing the second high-pressure spray gun 305;

s13: repeating the S5 action, washing and cleaning LB-21 epoxy emulsion cement mortar remained in the cavity table 3043 at the lower end and the second high-pressure spray gun 305 by using a water source, and repeating the S7 action after washing is finished;

s14: the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement in the two groups of shunt mechanisms 304 are respectively opened through the control module 7, an operator holds the handle of the second high-pressure spray gun 305 and starts the second high-pressure spray gun 305, then the control module 7 starts the booster pump 306 to work, the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement are communicated through the cavity table 3043 at the upper end, the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement are pressurized into the storage cavity 3012 for storing LB-14 elastic cement, so that LB-14 elastic cement is conveyed to the cavity table 3043 at the lower end through the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement at the lower end, then conveyed to the soft guide pipes through the connecting nozzles 3043 at the lower end and finally sprayed out by the second high-pressure spray gun 305, and LB-14 elastic cement is additionally coated to the construction joint part through the nozzles of the second high-pressure spray gun 305 to form a local waterproof reinforced water-proof structure The spraying amount of cement mortar is adjusted through the second high-pressure spray gun 305, so that the thickness of the local waterproof reinforcing layer of the additionally coated LB-14 elastic cement is 3mm, after the local waterproof reinforcing layer is coated, the booster pump 306 and the electric control valve body module 3041 on the shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-14 elastic cement in the two groups of shunt mechanisms 304 are closed through the control module 7, and the second high-pressure spray gun 305 is manually closed, so that the used plugging materials are orderly and quantitatively used, the construction joints are conveniently and effectively plugged, the possibility of leakage is reduced, and the waste caused by the plugging materials is reduced;

s15: repeating the S5 action, washing and cleaning LB-14 elastic cement remained in the cavity platform 3043 at the lower end and the second high-pressure spray gun 305 by using a water source, and repeating the S7 action after washing;

s16: and (5) carrying out construction joint inspection, and repairing the original facing after no leakage is detected.

Example 2

Based on embodiment 1, the present invention provides another technical solution: a basement structure concrete construction joint leakage treatment method,

the concrete construction joint leakage treatment method of the basement structure under the condition that the construction joint has large water burst comprises the following specific steps:

s1: preparing a processing device and a detection device, and moving the processing device and the detection device to a working area together;

s2: sequentially taking down the corresponding sealing mechanisms 303 on the feeding pipe 302, sequentially adding a water source, LB-91 modified epoxy slurry, LB-92 water-soluble polyurethane slurry, LB-21 epoxy emulsion cement mortar, LB-7 neoprene emulsion cement mortar and LB-14 elastic cement into six groups of storage cavities 3012 partitioned from the interior of the tank body 301 through the feeding pipe 302, and sequentially returning the sealing mechanisms 303 on the feeding pipe 302;

s3: searching for a construction joint, fixing the dust suction nozzle 201 by using a handle rod for clamping the dust suction nozzle 201 by using a group of lazy people supports 4, facing the dust suction nozzle 201 to the construction joint, opening a stop valve, starting an air suction pump 202 to suck air, then cutting a V-shaped groove with the width multiplied by 30mm along the construction joint, simultaneously sucking dust and reducing dust by the working air suction pump 202 through the dust suction nozzle 201, adsorbing and filtering air containing dust by a dust filter 206 before the air enters the air suction pump 202, and finally exhausting by communicating an air outlet pipe one 203 with an air outlet pipe two 204;

s4: the dust suction nozzle 201 is taken down from the lazy support 4, an operator holds a handle of the first high-pressure spray gun 205 with one hand and opens the handle, then adjusts a stop valve on the air outlet pipe 204 to reduce the displacement of the second air outlet pipe 204, then holds a handle rod of the dust suction nozzle 201 with the other hand, high-pressure air is sprayed out through the first high-pressure spray gun 205 to clean the slag blocks of the construction joints with the grooves, when the air pressure is insufficient, the displacement of the second air outlet pipe 204 is continuously reduced, and raised dust is absorbed through the dust suction nozzle 201;

s5: the control module 7 respectively opens the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source in the two groups of shunt mechanisms 304, an operator holds the handle of the second high-pressure spray gun 305 with one hand and opens the handle, then the control module 7 opens the booster pump 306 to work, the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source are conducted through the cavity table 3043 at the upper end and the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source at the upper end, the pressure is increased in the storage cavity 3012 for storing the water source, so that the water source is conveyed to the cavity table 3043 at the lower end through the shunt pipes 3042 communicated with the storage cavity 3012 for storing the water source at the lower end, and then conveyed to the soft catheter through the connecting nozzle 3044 by the cavity table 3043 at the lower end and finally sprayed out by the second high-pressure spray gun 305;

s6: washing dust of the construction joint with the groove through a high-pressure water source sprayed by the second high-pressure spray gun 305, wetting the construction joint, and finishing the washing and wetting work of the construction joint;

s7: the control module 7 closes the booster pump 306 and an electric control valve body module 3041 on a shunt pipe 3042 communicated with a storage cavity 3012 for storing a water source in the two groups of shunt mechanisms 304, and manually closes the second high-pressure spray gun 305;

s8: the depth and width detection and the detected construction joint image storage are carried out on the construction joint by using the comprehensive crack tester module 6, the information is transmitted to the control module 7, then the control module 7 controls the volume calculation module 8 to carry out the calculation of the size of the construction joint and the conversion of the volume and the volume, and finally the stored detected construction joint image and the calculated volume of the construction joint are displayed by the touch display module 5;

s9: in the first step, the sealing mechanism 303 on the feeding pipe 302 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry is adjusted: firstly, a loose knurled nut 3032 is screwed on a threaded column 3031, then a sealing cover sleeve 3033 is moved upwards from a feeding pipe 302, a sealing piston 3037 is driven to move upwards in the feeding pipe 302, a piston rod 3035 is driven to move upwards in a storage cavity 3012, a liquid level sensing volume calculation module 3036 is further driven to move upwards from the bottom of the storage cavity 3012, liquid level sensing is carried out through the liquid level sensing volume calculation module 3036, the volume of LB-91 modified epoxy slurry at the top of the liquid level sensing piston is calculated, information is transmitted to a control module 7, then the information is transmitted to a touch display module 5 through the control module 7 to be displayed, when the volume is observed to be equal to half of the volume converted from the construction joint volume, the upward movement of the sealing cover sleeve 3033 is stopped, then the knurled nut 3032 is screwed on the threaded column 3031 to limit and fix the sealing mechanism 303 on the feeding pipe 302, the feed pipe 302 is blocked and sealed by a sealing piston 3037;

in the second step, the sealing mechanism 303 on the feeding pipe 302 communicated with the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry is adjusted: firstly, a loose knurled nut 3032 is screwed on a threaded column 3031, then a sealing cover sleeve 3033 is moved upwards from a feeding pipe 302, a sealing piston 3037 is driven to move upwards in the feeding pipe 302, a piston rod 3035 is driven to move upwards in a storage cavity 3012, a liquid level sensing volume calculation module 3036 is further driven to move upwards from the bottom of the storage cavity 3012, liquid level sensing is carried out through the liquid level sensing volume calculation module 3036, the volume of LB-92 water-soluble polyurethane slurry at the top of the liquid level sensing piston is calculated, information is transmitted to a control module 7, then the information is transmitted to a touch display module 5 through the control module 7 to be displayed, when the volume is observed to be equal to half of the volume converted from the construction joint volume, the upward movement of the sealing cover sleeve 3033 is stopped, then the knurled nut 3032 is screwed on the threaded column 3031 to limit and fix the sealing mechanism 303 on the feeding pipe 302, the feed pipe 302 is blocked and sealed by a sealing piston 3037;

s10: firstly, the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry in the two groups of shunt mechanisms 304 are respectively opened through the control module 7, an operator holds and opens the handle of the second high-pressure spray gun 305, then the control module 7 starts the booster pump 306 to work, the water-soluble polyurethane slurry is conveyed to the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry through the cavity table 3043 at the upper end and the shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry at the upper end, the water-soluble polyurethane slurry is pressurized to the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry through the shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry at the lower end, then conveyed to the soft pipe through the connecting nozzle 3044 by the cavity table 3043 at the lower end, and finally sprayed by the second high-pressure spray gun 305, inserting a long-rod nozzle of a second high-pressure spray gun 305 into a construction joint, filling and infusing LB-92 water-soluble polyurethane slurry into the construction joint by using a high-pressure effect to perform chemical grouting water stop, adjusting the spraying amount of the LB-92 water-soluble polyurethane slurry by the second high-pressure spray gun 305, immediately transmitting a signal to a control module 7 when the LB-92 water-soluble polyurethane slurry stored in a storage cavity 3012 is consumed until a liquid level sensing volume calculation module 3036 cannot sense the liquid level, closing an electric control valve body module 3041 on a shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-92 water-soluble polyurethane slurry in a booster pump 306 and two groups of shunt mechanisms 304 by the control module 7, and manually closing the second high-pressure spray gun 305 to finish half-volume grouting on the construction joint;

step two, repeating the step S5, washing and cleaning the residual LB-92 water-soluble polyurethane slurry in the cavity table 3043 at the lower end and the second high-pressure spray gun 305 with a water source, and repeating the step S7 after washing is completed;

thirdly, the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry in the two groups of shunt mechanisms 304 are respectively opened through the control module 7, an operator holds the handle of the second high-pressure spray gun 305 and opens the handle, then the booster pump 306 is started to work through the control module 7, the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry through the upper end of the cavity table 3043 are conducted, then the storage cavity 3012 for storing the LB-91 modified epoxy slurry is pressurized, so that the LB-91 modified epoxy slurry is conveyed to the lower end of the cavity table 3043 through the shunt pipes 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry through the lower end of the cavity table 3043, then conveyed to the soft pipes through the connecting nozzles 3044 through the lower end of the cavity table 3043, and finally sprayed out by the second high-pressure spray gun 305, the long-rod nozzle of the second high-pressure spray gun 305 is inserted into a construction joint, LB-91 modified epoxy slurry is filled into the construction joint filled with LB-92 water-soluble polyurethane slurry for secondary grouting treatment under the high-pressure action, the spraying quantity of the LB-91 modified epoxy slurry is adjusted by the second high-pressure spray gun 305, the LB-91 modified epoxy slurry stored in the storage cavity 3012 is consumed until the liquid level sensing volume calculation module 3036 does not sense the liquid level, a signal is immediately transmitted to the control module 7, the booster pump 306 and the electric control valve body module 3041 on the shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-91 modified epoxy slurry in the two groups of shunt mechanism 304 are closed by the control module 7, and the second high-pressure spray gun 305 is manually closed, so that under the condition of large water burst of the construction joint, chemical grouting water stopping is firstly carried out by adopting the LB-92 water-soluble polyurethane slurry, then carrying out secondary grouting treatment on the LB-91 modified epoxy grout;

s11: repeating the S5 action, washing and cleaning the residual LB-91 modified epoxy slurry in the cavity table 3043 at the lower end and the second high-pressure spray gun 305 by using a water source, and repeating the S7 action after washing is finished;

s12: the control module 7 respectively opens the electric control valve body modules 3041 on the shunt pipes 3042 of the two groups of shunt mechanisms 304, which are communicated with the storage cavity 3012 for storing LB-7 neoprene latex cement mortar, an operator holds the handle of the second high-pressure spray gun 305 and starts the second high-pressure spray gun 305, then the control module 7 starts the booster pump 306 to work, the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-7 neoprene latex cement mortar are conducted through the upper cavity table 3043 and the upper end, the storage cavity 3012 for storing LB-7 neoprene latex cement mortar is pressurized, so that the LB-7 neoprene latex cement mortar is conveyed to the lower cavity table 3043 through the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-7 neoprene latex cement mortar at the lower end, then conveyed to the soft guide pipes through the connecting nozzles 3044 by the lower cavity table 3043, and finally sprayed out by the second high-pressure spray gun 305, the LB-7 neoprene latex cement mortar is applied to the construction joint part through a nozzle of a second high-pressure spray gun 305 in batches, the spraying quantity of the LB-7 neoprene latex cement mortar is adjusted through the second high-pressure spray gun 305, a 7-10 mm thick LB-7 neoprene latex cement mortar local waterproof layer is applied to the construction joint part in batches, an electronic control valve body module 3041 on a shunt pipe 3042 communicated with a storage cavity 3012 for storing LB-7 neoprene latex cement mortar in a booster pump 306 and two groups of shunt mechanisms 304 is closed through a control module 7, and the second high-pressure spray gun 305 is closed manually;

s13: repeating the S5 action, washing and cleaning LB-7 neoprene latex cement mortar remained in the cavity table 3043 at the lower end and the second high-pressure spray gun 305 by using a water source, and repeating the S7 action after washing is finished;

s14: the electric control valve body modules 3041 on the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement in the two groups of shunt mechanisms 304 are respectively opened through the control module 7, an operator holds the handle of the second high-pressure spray gun 305 and starts the second high-pressure spray gun 305, then the control module 7 starts the booster pump 306 to work, the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement are communicated through the cavity table 3043 at the upper end, the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement are pressurized into the storage cavity 3012 for storing LB-14 elastic cement, so that LB-14 elastic cement is conveyed to the cavity table 3043 at the lower end through the shunt pipes 3042 communicated with the storage cavity 3012 for storing LB-14 elastic cement at the lower end, then conveyed to the soft guide pipes through the connecting nozzles 3043 at the lower end and finally sprayed out by the second high-pressure spray gun 305, and LB-14 elastic cement is additionally coated to the construction joint part through the nozzles of the second high-pressure spray gun 305 to form a local waterproof reinforced water-proof structure The spraying amount of cement mortar is adjusted through the second high-pressure spray gun 305, so that the thickness of the local waterproof reinforcing layer of the additionally coated LB-14 elastic cement is 3mm, after the local waterproof reinforcing layer is coated, the booster pump 306 and the electric control valve body module 3041 on the shunt pipe 3042 communicated with the storage cavity 3012 for storing the LB-14 elastic cement in the two groups of shunt mechanisms 304 are closed through the control module 7, and the second high-pressure spray gun 305 is manually closed, so that the used plugging materials are orderly and quantitatively used, the construction joints are conveniently and effectively plugged, the possibility of leakage is reduced, and the waste caused by the plugging materials is reduced;

s15: repeating the S5 action, washing and cleaning LB-14 elastic cement remained in the cavity platform 3043 at the lower end and the second high-pressure spray gun 305 by using a water source, and repeating the S7 action after washing;

s16: and (5) carrying out construction joint inspection, and repairing the original facing after no leakage is detected.

In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.