Construction technology of pre-buried grouting pipe

Abstract

The application relates to a pre-buried grouting pipe construction process and belongs to the technical field of building construction. The pre-buried grouting pipe construction process comprises the following steps: S1, installing a grouting pipe at a position prone to leakage of a building after partial construction of the building is completed; S2, constructing another part of the building, arranging the grouting pipe between the two parts of the building, and exposing a feeding opening of the grouting pipe to the outside world; S3, detecting the positions of leakage points of the two parts of the building; and S4, according to the leakage points of the building, feeding grout into the feeding opening of the corresponding grouting pipe of the leakage points. The construction process has the effects of improving construction efficiency and reducing construction cost.

Description

Technical Field

[0001] This application relates to the field of building construction technology, and in particular to a construction process for pre-embedded grouting pipes. Background Technology

[0002] When constructing buildings, a large amount of concrete is often used. If the construction site (such as a station) is located in a busy city center with traffic congestion, the transportation of concrete may be interrupted, making it impossible to guarantee a continuous supply of concrete. This affects the bonding between new and old concrete, which can lead to a decrease in the construction quality of the building. Furthermore, when constructing tall buildings, there may be concrete segregation or aggregate settling, which can also lead to a decrease in the construction quality of the building.

[0003] In related technologies, if a building exhibits issues such as the connection between old and new concrete or insufficient concrete pouring at the base, a groove is typically drilled at the problematic area. Concrete is then re-poured into the groove, and after solidification, further repairs are made to address the poor construction quality. However, this method requires significant manpower and can impact the construction cycle, presenting numerous disadvantages to the overall project. Summary of the Invention

[0004] In order to improve the efficiency of building construction and save construction costs, this application provides a construction process for pre-embedded grouting pipes.

[0005] This application provides a construction process for pre-embedded grouting pipes, which adopts the following technical solution:

[0006] A construction process for pre-embedded grouting pipes includes the following steps:

[0007] S1: After the completion of some buildings, grouting pipes are installed at locations prone to leakage.

[0008] S2: Construct another part of the building, with the grouting pipe placed between the two parts of the building;

[0009] S3: Detect the location of leaks in both parts of the building;

[0010] S4: Based on the leakage point of the building, inject grout into the corresponding grouting pipe at the leakage point.

[0011] By adopting the technical scheme, when a building is constructed, after a part of the building is completed, a grouting pipe is pre-buried at a position (a construction joint, a cold joint or a gap between adjacent buildings) prone to leakage of the building, after the pre-buried grouting pipe is completed, another part of the building is constructed, and an inlet of the grouting pipe is exposed outside the building, after the construction of the building is completed, whether there is a leakage point in the building is detected, if there is a leakage point in the building, grout is fed into the grouting pipe, the grout is solidified after contacting the building, the leakage point of the building is repaired, and therefore, the construction efficiency is improved, and the construction cost is saved.

[0012] Optionally, in the step S4, grouting is performed at the lowest end of the grouting pipe.

[0013] By adopting the technical scheme, when the grout is fed into the grouting pipe through the inlet, the grout slowly moves in the grouting pipe at the lowest end of the grouting pipe, the grout is uniformly attached to the leakage position by the arrangement, and the repair quality of the building is improved.

[0014] Optionally, in the step S1, the bending radius of the grouting pipe is between 10mm and 20mm.

[0015] By adopting the technical scheme, when the gradually pipe is installed at the leakage position with a curved track, the bending radius of the grouting pipe is between 10mm and 20mm, when the grout moves in the grouting pipe, the grouting time is reduced due to the excessively large bending of the grouting pipe, or the grout is not easily blocked in the grouting pipe due to the excessively small bending of the grouting pipe.

[0016] Optionally, in the step S4, a feeding assembly for feeding the grout into the grouting pipe is included, the feeding assembly includes a conveying pipe, a connecting pipe and a first fixing member, the connecting pipe is inserted into the grouting pipe and is in communication with the grouting pipe, the conveying pipe is arranged at the other end of the connecting pipe through the first fixing member, and the grout is fed into the connecting pipe.

[0017] By adopting the technical scheme, one end of the connecting pipe is connected with one end of the grouting pipe, the other end of the conveying pipe is close to the other end of the connecting pipe, the first fixing member is used to fix the conveying pipe and the connecting pipe, and the grout is fed into the grouting pipe.

[0018] Optionally, the first fixing member includes at least two fixing blocks, a fixing bolt and a fixing nut, the two fixing blocks are rotatably connected to the connecting pipe, the fixing space for the conveying pipe is formed between the fixing blocks, the fixing bolt is inserted through the fixing blocks arranged opposite to each other, and the fixing nut is threadedly connected to the fixing bolt and can abut against the fixing blocks.

[0019] By adopting the technical scheme, the conveying pipe is close to the connecting pipe, the end of the conveying pipe is aligned with the connecting pipe, the fixing block is adjusted, the two fixing blocks cover the conveying pipe, the fixing bolt is adjusted, the fixing bolt passes through the fixing block, the fixing nut is adjusted, the fixing nut moves on the fixing bolt, and when the fixing nut abuts against the fixing block, the conveying pipe is fixed on the connecting pipe; meanwhile, after pouring for a period of time, the first fixing member can be adjusted to separate the conveying pipe from the connecting pipe, so that the conveying pipe is convenient to clean.

[0020] Optionally, the side of the fixing block close to the conveying pipe has a groove, and the groove is matched with the outer circumferential side of the conveying pipe.

[0021] By adopting the technical scheme, the groove is arranged on the side of the fixing block close to the conveying pipe, so that the fixing block and the conveying pipe are matched, the connection strength between the conveying pipe and the connecting pipe is improved, the phenomenon that the conveying pipe is separated in the grouting process is reduced, and the stability of the building repair is improved.

[0022] Optionally, the feeding assembly further comprises a second fixing member; the connecting pipe has an arc-shaped lug, when the connecting pipe extends into the grouting pipe, the arc-shaped lug contacts the outer circumferential side of the grouting pipe; the second fixing member comprises an arc-shaped abutting block and a fixing screw; the arc-shaped abutting block is provided with a through hole through which the connecting pipe passes, the arc-shaped abutting block can abut against the side of the arc-shaped lug away from the grouting pipe, and the fixing screw is used for fixing the arc-shaped abutting block and the building.

[0023] By adopting the technical scheme, when the connecting pipe extends into the grouting pipe through the feeding port, the arc-shaped lug arranged on the connecting pipe contacts and abuts against the outer circumferential side of the grouting pipe, then the arc-shaped abutting block is adjusted, the arc-shaped abutting block slides on the connecting pipe, after the arc-shaped abutting block abuts against the arc-shaped lug, the arc-shaped abutting block and the building are fixed through the fixing screw, and the connecting pipe and the grouting pipe are fixed.

[0024] Optionally, the distance between adjacent arc-shaped abutting blocks along the axial direction of the grouting pipe is between 200mm and 300mm.

[0025] By adopting the technical scheme, by setting the distance between the adjacent two arc-shaped abutting blocks to be between 200mm and 300mm, on the one hand, the fixing effect of the grouting pipe on the building can be improved, and on the other hand, the phenomenon that the grouting quality is reduced due to the movement of the grouting pipe in the grouting process can be reduced.

[0026] Optionally, the connecting pipe is made of flexible material.

[0027] By adopting the technical scheme, the connecting pipe is made of flexible material, which is convenient for connecting with the grouting pipe at different leakage positions, so that the grouting pipe can be pre-buried at different leakage positions.

[0028] Optionally, the material passing assembly is provided with a plurality of material passing assemblies along the axial direction of the grouting pipe.

[0029] By adopting the technical scheme, the material passing assembly is provided with a plurality of material passing assemblies, which can selectively grout according to the leakage conditions of different leakage positions, thereby reducing the waste of grout and the repair cost of the leakage position while ensuring the repair effect of the leakage position.

[0030] In summary, the present application has at least one of the following beneficial technical effects:

[0031] 1. By pre-buried grouting pipe at the easy leakage position of the building (construction joint, cold joint or gap between adjacent buildings), after the pre-buried grouting pipe is completed, another part of the building is constructed, and the feeding port of the grouting pipe is exposed outside the building. After the building is completed, it is detected whether there is a leakage point in the building. If there is a leakage point in the building, the grout is passed into the grouting pipe, the grout is solidified after contacting the building, the repair of the leakage point of the building is realized, and the efficiency of the building construction is improved, and the construction cost is saved.

[0032] 2. By setting the bending radius of the grouting pipe to be between 10mm and 20mm, when the grout moves in the grouting pipe, the phenomenon that the grout is easily blocked in the grouting pipe due to too large bending of the grouting pipe or too small bending of the grouting pipe is reduced.

[0033] 3. By setting the groove on the side of the fixing block close to the conveying pipe, the fixing block and the conveying pipe are more matched, the connection strength between the conveying pipe and the connecting pipe is improved, the phenomenon that the conveying pipe is separated in the grouting process is reduced, and the repair stability of the building is improved.

[0034] 4. By setting the connecting pipe to be flexible, the connecting pipe is convenient for connecting with the grouting pipe at different leakage positions, so that the grouting pipe can be pre-buried at different leakage positions.

[0035] 5. By setting the material passing assembly to be a plurality of material passing assemblies, selective grouting can be performed according to the leakage conditions of different leakage positions, thereby reducing the waste of grout and the repair cost of the leakage position while ensuring the repair effect of the leakage position. DETAILED DESCRIPTION

[0036] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the description of the embodiments will be briefly introduced. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without any creative effort on the basis of these drawings.

[0037] Figure 1 is a schematic view of repairing the root of a building by using the pre-buried grouting pipe construction process of the present application.

[0038] Figure 2 is a schematic view of repairing the construction joint of a building by using the pre-buried grouting pipe construction process of the present application.

[0039] Figure 3 is a schematic view of the structure used in the pre-buried grouting pipe construction process of the present application.

[0040] Figure 4 is an enlarged view of A in Figure 3

[0041] Figure 5 is a schematic view of the structure used in the pre-buried grouting pipe construction process of the present application.

[0042] Figure 6 is an enlarged view of B in Figure 5

[0043] is an enlarged view of C in Figure 7 Figure 5

[0044] Mark 1, grouting pipe; 11, hard plastic pipe; 12, soft rubber pipe; 13, discharge port; 2, material conveying assembly; 21, conveying pipe; 22, connecting pipe; 221, arc-shaped lug; 23, first fixing member; 231, fixing block; 2311, groove; 232, fixing bolt; 233, fixing nut; 24, second fixing member; 241, arc-shaped abutting block; 242, fixing screw. DETAILED DESCRIPTION

[0045] The present application will be described in further detail below. Figures 1 to 7 The present application will be described in further detail below.

[0046] The embodiments of the present application disclose a pre-buried grouting pipe construction process.

[0047] ​​​When a building is constructed, a large amount of concrete is often used. If the construction site (for example, a station) is in the center of a bustling city, traffic congestion can cause the concrete to be interrupted during transportation, which cannot guarantee the continuous supply of concrete, and can cause cold joints of concrete. The inventors have found that if the construction is in summer, the weather is hot, and the slump of the concrete can be lost. The construction site directly adds water to the concrete to ensure the construction progress or for convenience, which causes the concrete to segregate or the slump to not meet the design requirements of the specification. Furthermore, the side wall of the station is high, and when the concrete is poured, the distance of free fall is large, which causes the concrete to segregate or the aggregate to sink, forming a rotten wall root. Alternatively, during construction, improper operation of the construction personnel can cause the steel bar to be tightly bound, the vibrating rod to be difficult to insert, and the phenomena of missing vibration, less vibration, and insufficient vibration to occur, which affects the density of the concrete.

[0048] In addition, during construction, there is incomplete garbage cleaning at the construction joint, which causes the concrete to be loose and not dense in the local area during the concrete pouring process. The installation position of the water stop is not centered, and the connection is not standardized. For example, the lap length of the steel plate water stop is not enough, the welding seam is not continuous, the connection of the steel edge rubber water stop is not subjected to hot melting treatment, or drilling is performed on the water stop for fixation, which causes leakage hazards. Or in the case where the concrete structure does not reach the design strength, the side wall formwork and support are removed in advance, which causes the concrete structure to crack. When large amount of concrete is poured for the station structure, in addition to the hydration heat of the concrete and the temperature difference between the inside and the surface of the concrete, cracks can also be generated. At the same time, if the curing is not timely or not in place, the newly poured concrete structure can also be cracked.

[0049] In the related art, the general process for repairing the concrete that leaks is as follows:

[0050] Finding the leakage point: the simplest and most effective way is to wipe the wall surface to be checked dry, and sprinkle a layer of dry cement on the wall. If there are wet points or lines, the position of the penetration joint can be determined. If the wet area is too large, another layer of dry cement powder can be sprinkled on it, so that the penetration position can be clearly seen.

[0051] Chiseling and drilling: for the penetration at the construction joint, a groove along the penetration joint should be chiseled first, and then drilling is performed in the groove.

[0052] Cleaning: after the above steps, the chiseled point should be carefully cleaned.

[0053] Embedding the grouting pipe 1: when the grouting pipe 1 is set, attention should be paid to align the center of the pipe opening with the hole, and then the grouting pipe 1 is fixed around it with caulking powder. For linear cracks, attention should be paid to seal all the chiseled parts. In places where it is not convenient to punch holes or embed the grouting pipe 1, foam strips can be used for sealing, but caulking powder should also be used for preliminary fixation.

[0054] Grouting: After the grouting pipe 1 is embedded, grouting is carried out, first, some colored water is used for initial filling, and after the filling is completed, the wall surface can be checked again, and when no leakage is found, grouting treatment can be carried out. If the range of grouting is large, one of the holes is left without grouting, and after the grouting of the other cavities is completed and there is no leakage, the grouting treatment is carried out on this hole.

[0055] Inspection: After the above process is completed, the inspection is carried out again by using the method of scattering dry cement, if there is no trace, it proves to be successful, if traces still appear, the above steps are repeated, if multiple grouting is unsuccessful, chemical grouting can be considered to be used for plugging.

[0056] However, the related art has the problems of repeated concrete leakage, unattractive appearance quality, long polishing time, long plugging time, and low work efficiency.

[0057] Therefore, a pre-embedded grouting pipe 1 construction process is provided Figure 1 The figure is a schematic view of repairing the root of a building in the embodiment of the present disclosure, Figure 2 The figure is a schematic view of repairing the construction joint in the embodiment of the present disclosure, see Figure 1 、 Figure 2 The construction process comprises the following steps:

[0058] S1: After part of the building is constructed, a grouting pipe 1 is installed at a position prone to leakage of the building;

[0059] S2: Another part of the building is constructed, and the grouting pipe 1 is arranged between the two parts of the building;

[0060] S3: Detecting the leakage point position of the two parts of the building;

[0061] S4: According to the leakage point of the building, grout is injected into the corresponding grouting pipe 1 of the leakage point.

[0062] In the embodiment of the present disclosure, when the building is constructed, the grouting pipe 1 is pre-embedded in the building, after the construction of the building is completed, if the building has a leakage position, after the leakage position is detected, grout is injected into the grouting pipe 1 corresponding to the leakage position, to achieve the purpose of plugging the leakage position. In this way, the process of needing to groove and drill the building in the later stage is reduced, which helps to save the cost of plugging the leakage position; at the same time, the grooved part does not need to be repaired in the later stage, which improves the efficiency of plugging the leakage position and also helps to improve the aesthetic degree of plugging the leakage position.

[0063] In some embodiments of the present disclosure, see Figure 3 、 Figure 4The grouting pipe 1 comprises a soft rubber pipe 12 and a hard plastic pipe 11; the hard plastic pipe 11 is coaxially arranged in the soft rubber pipe 12, wherein the hard plastic pipe 11 is provided with a discharging port 13, which facilitates the discharging of the slurry. During the construction of the part of the building, the soft rubber pipe 12 bears the external pressure of the concrete, and the soft rubber pipe 12 is tightly attached to the discharging port 13 of the hard plastic pipe 11 due to the pressure, so as to prevent the concrete slurry from mixing into the grouting pipe 1 during the pouring process. During the grouting process, when the pressure inside the grouting pipe 1 reaches a certain degree, the slurry can lift the soft rubber pipe 12 under the action of the pressure and overflow from the discharging port 13, so as to fill the leakage position and achieve the effect of plugging the leakage position.

[0064] Further, the soft rubber pipe 12 is in full contact with the building, so as to realize the sealing of the building, reduce the entry of external moisture into the two parts of the building, and play a certain sealing role.

[0065] In some embodiments of the present disclosure, in step S4, the grouting is performed at the lowest end of the grouting pipe 1. Such an arrangement can ensure sufficient grouting, so that more slurry can be attached to the leakage position, which helps to improve the repair quality of the leakage position of the building.

[0066] In some embodiments of the present disclosure, in step S1, the bending radius of the grouting pipe 1 is between 10mm and 20mm. When the gradual pipe is installed at the leakage position with a curved track, the bending radius of the grouting pipe 1 is set to be between 10mm and 20mm, so that when the slurry moves in the grouting pipe 1, the phenomenon of long grouting time caused by too large bending of the grouting pipe 1 or the phenomenon of easy blockage of the slurry in the grouting pipe 1 caused by too small bending of the grouting pipe 1 is reduced.

[0067] In some embodiments of the present disclosure, referring to Figure 5 In step S4, the feeding assembly 2 for feeding the slurry into the grouting pipe 1 is arranged; the feeding assembly 2 comprises a conveying pipe 21, a connecting pipe 22 and a first fixing member 23; the connecting pipe 22 extends into the grouting pipe 1 and is arranged in communication with the grouting pipe 1; the conveying pipe 21 is arranged at the other end of the connecting pipe 22 through the first fixing member 23, and is used for feeding the slurry into the connecting pipe 22.

[0068] In this embodiment, referring to Figure 6 The first fixing member 23 comprises at least two fixing blocks 231, a fixing bolt 232 and a fixing nut 233; the two fixing blocks 231 are rotatably connected to the connecting pipe 22, and a fixing space for the conveying pipe 21 is formed between the fixing blocks 231; the fixing bolt 232 penetrates through the oppositely arranged fixing blocks 231; and the fixing nut 233 is threadedly connected to the fixing bolt 232 and can abut against the fixing blocks 231.

[0069] Further, a pressure sensor is installed between the fixing block 231 and the conveying pipe 21 to monitor the pressure change between them in real time. When the fixing bolt 232 and the fixing nut 233 tighten the fixing block 231, the pressure sensor can record and feedback the pressure value between the fixing block 231 and the conveying pipe 21. The pressure sensor can detect whether there is uneven pressure distribution or loosening phenomenon during the fixing process. By monitoring the pressure change in real time, when the pressure between the fixing block 231 and the conveying pipe 21 reaches the preset value, the system confirms that the installation is stable and in place, ensuring the tight connection between the grouting pipe 1 and the connecting pipe 22, and improving the installation quality. During the construction process, the pressure sensor can also continuously monitor the connection state between the conveying pipe 21 and the connecting pipe 22. When an abnormal decrease in pressure value is detected, the system will issue an alarm to indicate that there may be a falling or loosening phenomenon. At this time, the construction personnel can check and re-fix in time to avoid grouting failure or construction delay caused by the falling of the conveying pipe. The data monitored by the pressure sensor can be transmitted to the remote control end through the wireless transmission module, which is convenient for the construction management personnel to monitor and adjust the grouting process in real time. When the system detects insufficient fixing pressure or the risk of falling, the remote control end can take immediate measures to ensure the continuity and safety of the construction.

[0070] In some embodiments of the present disclosure, referring to Figure 6 , the side of the fixing block 231 close to the conveying pipe 21 has a groove 2311 which is matched with the outer circumferential side of the conveying pipe 21. By setting the groove 2311 on the side of the fixing block 231 close to the conveying pipe 21, the fixing block 231 and the conveying pipe 21 can be more matched, the connection strength between the conveying pipe 21 and the connecting pipe 22 is improved, and the phenomenon of the conveying pipe 21 falling off during the grouting process is reduced, thereby improving the stability of the building repair.

[0071] In some embodiments of the present disclosure, referring to Figure 7 , the feeding assembly 2 further comprises a second fixing member 24; the connecting pipe 22 has an arc-shaped lug 221, and when the connecting pipe 22 extends into the grouting pipe 1, the arc-shaped lug 221 contacts the outer circumferential side of the grouting pipe 1; the second fixing member 24 comprises an arc-shaped abutting block 241 and a fixing screw 242; the arc-shaped abutting block 241 is provided with a through hole through which the connecting pipe 22 passes, and the arc-shaped abutting block 241 can abut against the side of the arc-shaped lug 221 away from the grouting pipe 1, and the fixing screw 242 is used to fix the arc-shaped abutting block 241 and the building. When the connecting pipe 22 extends into the grouting pipe 1 through the feeding port, the arc-shaped lug 221 provided on the connecting pipe 22 contacts and abuts against the outer circumferential side of the grouting pipe 1, then the arc-shaped abutting block 241 is adjusted, the arc-shaped abutting block 241 slides on the connecting pipe 22, after the arc-shaped abutting block 241 contacts and abuts against the arc-shaped lug 221, the arc-shaped abutting block 241 is fixed with the building through the fixing screw 242, thereby achieving the purpose of fixing the connecting pipe 22 and the grouting pipe 1.

[0072] In addition, a pressure sensor is arranged between the arc-shaped abutting block 241 and the arc-shaped lug 221 to monitor the installation effect and monitor the flow of grout in the grouting pipe based on pressure changes. Specifically, a pressure sensor is installed between the arc-shaped abutting block 241 and the arc-shaped lug 221 to monitor the pressure changes therebetween in real time. When the connecting pipe 22 is inserted into the grouting pipe 1 through the feed port and is fixed by the arc-shaped abutting block 241 and the fixing screw 242, the pressure sensor can monitor the pressure changes during installation to ensure stable and in-place installation. The pressure sensor can detect whether there is uneven pressure distribution or loosening during installation, so as to timely adjust the fixing member to ensure the tight connection between the grouting pipe 1 and the connecting pipe 22 and improve the installation quality. During the grouting process, the pressure sensor can also monitor the flow of grout in the grouting pipe 1 in real time. When the grout flows in the grouting pipe, it will cause pressure changes. By monitoring these changes, the system can understand the flow state of the grout in real time and determine whether there are problems such as blockage or abnormal flow rate. The monitored data can be transmitted to the remote control end through the wireless transmission module, which is convenient for construction management personnel to monitor and adjust the grouting process in real time, thereby improving the construction efficiency and quality.

[0073] In some embodiments of the present disclosure, the distance between adjacent arc-shaped abutting blocks 241 along the axial direction of the grouting pipe 1 is between 200-300 mm. In this way, on the one hand, the fixing effect of the grouting pipe 1 on the building can be improved, and on the other hand, the phenomenon of decreased grouting quality caused by movement of the grouting pipe 1 during grouting can be reduced.

[0074] In some embodiments of the present disclosure, the connecting pipe 22 is made of flexible material. In this way, by changing the angle of the connecting pipe 22, the connecting pipe 22 can be connected to the grouting pipe 1 at different positions of the leakage position, so that pre-buried grouting can be performed on different shapes of leakage positions.

[0075] In some embodiments of the present disclosure, a plurality of feeding assemblies 2 are arranged along the axial direction of the grouting pipe 1. In this way, selective grouting can be performed according to the leakage conditions of different leakage positions, which can reduce the waste of grout and reduce the repair cost of the leakage position while ensuring the repair effect of the leakage position.

[0076] Unless otherwise defined, technical terms or scientific terms used in the present application shall have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. Unless otherwise defined, the terms "first", "second" or "third" and the like in the description and in the claims, are used for distinguishing between similar elements and not necessarily for describing a sequential or chronological order. The terms "one", "another", "an" or "some" as well as similar referents in the context of describing the specification and claims are to be construed to be open-ended, i.e., to cover both singular and plural referents unless otherwise indicated. The terms "including", "containing" or "comprising" and the like are not intended to exclude other integers or steps, but to "include" or "comprise" other integers or steps unless otherwise indicated. The terms "connected", "coupled" or "pathway" are not restricted to direct connections, couplings or pathways but include indirect connections, couplings or pathways unless otherwise indicated. The terms "above", "below", "left", "right" and the like are only used to express relative positions such that if an absolute position of a described object is changed, the relative positions can also be changed accordingly.

[0077] The above are all optional embodiments of the present application, and do not limit the protection scope of the present application, therefore: any equivalent changes made according to the structure, shape, principle of the present application shall be covered within the protection scope of the present application.

Claims

1. A construction process for pre-embedded grouting pipes, characterized in that: The construction process includes the following: S1: After the construction of part of the building is completed, grouting pipes (1) are installed at the locations of the building that are prone to leakage; S2: Another part of the building is constructed, and the grouting pipes (1) are set between the two parts of the building; S3: Detect the location of the leakage points in the two parts of the building; S4: According to the leakage points of the building, inject grout into the grouting pipe (1) corresponding to the leakage points; In step S4, a material feeding assembly (2) is included for feeding slurry into the grouting pipe (1); the material feeding assembly (2) includes a conveying pipe (21), a connecting pipe (22), and a first fixing member (23); the connecting pipe (22) extends into the grouting pipe (1) and is connected to the grouting pipe (1); the conveying pipe (21) is located at the other end of the connecting pipe (22) through the first fixing member (23) for feeding slurry into the connecting pipe (22); The first fixing member (23) includes at least two fixing blocks (231), a fixing bolt (232), and a fixing nut (233); the two fixing blocks (231) are rotatably connected to the connecting pipe (22), and a fixing space for the conveying pipe (21) is formed between the fixing blocks (231); the fixing bolt (232) passes through the opposing fixing blocks (231); the fixing nut (233) is threaded onto the fixing bolt (232) and can abut against the fixing block (231); The material feeding assembly (2) also includes a second fixing member (24); the connecting pipe (22) has an arc-shaped ear (221), and when the connecting pipe (22) extends into the grouting pipe (1), the arc-shaped ear (221) contacts the outer peripheral side of the grouting pipe (1); the second fixing member (24) includes an arc-shaped clamping block (241) and a fixing screw (242); the arc-shaped clamping block (241) is provided with a through hole through which the connecting pipe (22) passes, and the arc-shaped clamping block (241) can clamp against the side of the arc-shaped ear (221) away from the grouting pipe (1), and the fixing screw (242) is used to fix the arc-shaped clamping block (241) to the building; A pressure sensor is installed between the fixed block (231) and the delivery pipe (21) to monitor the pressure change between them in real time. When the pressure between the fixed block (231) and the delivery pipe (21) reaches the preset value, the system confirms that the installation is secure. During the construction process, the pressure sensor continuously monitors the connection status between the delivery pipe (21) and the connecting pipe (22). A pressure sensor is set between the arc-shaped clamping block (241) and the arc-shaped ear (221) to monitor the installation effect and monitor the flow of grout in the grouting pipe based on pressure changes. During the grouting process, the pressure sensor monitors the flow of grout in the grouting pipe (1) in real time.

2. The construction process for a pre-embedded grouting pipe according to claim 1, characterized in that: In step S4, grouting is performed at the lowest end of the grouting pipe (1).

3. The construction process for a pre-embedded grouting pipe according to claim 1, characterized in that: In step S1, the bending radius of the grouting pipe (1) is between 10 mm and 20 mm.

4. The construction process for a pre-embedded grouting pipe according to claim 1, characterized in that: The fixing block (231) has a groove (2311) on the side near the conveying pipe (21), and the groove (2311) is adapted to the outer periphery of the conveying pipe (21).

5. The construction process for a pre-embedded grouting pipe according to claim 4, characterized in that: Along the axial direction of the grouting pipe (1), the distance between adjacent arc-shaped clamping blocks (241) is between 200 and 300 mm.

6. The construction process for a pre-embedded grouting pipe according to claim 4, characterized in that: The connecting pipe (22) is made of flexible material.

7. The construction process for a pre-embedded grouting pipe according to claim 4, characterized in that: Along the axial direction of the grouting pipe (1), the material conveying assembly (2) is provided in multiple ways.

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