CN218234458U - Basement enclosure wall seepage department leaking stoppage reinforcement structure - Google Patents
Basement enclosure wall seepage department leaking stoppage reinforcement structure Download PDFInfo
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- CN218234458U CN218234458U CN202222589126.XU CN202222589126U CN218234458U CN 218234458 U CN218234458 U CN 218234458U CN 202222589126 U CN202222589126 U CN 202222589126U CN 218234458 U CN218234458 U CN 218234458U
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Abstract
The utility model discloses a basement enclosure wall infiltration department leaking stoppage reinforcement structure, including wall foundation and slip casting mouth, the portion of digging a hole has been seted up to wall foundation one side, a plurality of injected hole have been seted up to the portion of digging a hole, the injected hole is pegged graft and is had the slip casting mouth, the other end of slip casting mouth and external pressure slip casting machine, the drainage hole has been seted up to the portion of digging a hole minimum, the drainage hole is close to the portion of digging a hole one end than keeping away from portion of digging one end slightly low, the drainage hole is pegged graft and is had the plunger, plunger surface rubber sealing strip has been glued, the lower one end of drainage hole is pegged graft and is had the aqueduct, aqueduct other end fixedly connected with screwed joint, screwed joint is located the portion of digging a hole, screwed joint threaded connection has the flexible glue water pipe, the flexible glue water pipe other end is located waste liquid collecting well, the portion of digging outside is provided with sealing structure the utility model discloses rational in infrastructure, utilize the cooperation of drainage hole and water pipe, concentrate the emission, reuse plunger and slip casting mouth are filled the wall crack, at last, the portion of digging a hole is filled with sealing structure and is leveled, accomplish the reinforcement of wall body.
Description
Technical Field
The utility model relates to a leaking stoppage reinforcement structure technical field, in particular to basement enclosure wall infiltration department leaking stoppage reinforcement structure.
Background
The basement is that the height that the room ground is less than the ground level of the room and is more than half of the net height of the room, and multilayer and high-rise buildings need deeper foundation, and in order to utilize this height, build the basement under the building bottom floor, both can increase usable floor area, can save the room heart and backfill, still more economical, build the basement under the house bottom floor, can improve the land efficiency of building, simultaneously, the basement receives the influence of groundwater, and the infiltration phenomenon is especially outstanding. However, the existing basement seepage and leakage stoppage reinforcing structure is complex, water seeping from the wall often flows to the basement floor when leakage stoppage reinforcing work is carried out, troubles are brought to subsequent cleaning, and a solution is provided for the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a basement enclosure wall infiltration department leaking stoppage reinforcement structure solves the problem that the infiltration can flow to the ground and bring trouble for follow-up cleaning work in the leaking stoppage reinforcement work.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides a basement enclosure wall infiltration department leaking stoppage reinforcement structure, includes wall foundation and slip casting mouth, the portion of digging has been seted up to wall foundation one side, a plurality of injected hole have been seted up to the portion of digging, the injected hole is pegged graft and is had the slip casting mouth, the other end of slip casting mouth and external pressure slip casting machine, the drainage hole has been seted up to the portion of digging minimum, the drainage hole is close to the portion of digging one end and is lower slightly than keeping away from portion of digging one end, the drainage hole is pegged graft and is had the plunger, plunger surface rubber sealing strip, plunger and water conservancy diversion hole interference fit, the aqueduct has been pegged graft to the low one end in drainage hole, aqueduct other end fixedly connected with screwed joint, screwed joint is located the portion of digging, screwed joint threaded connection has the flexible glue water pipe, the flexible glue water pipe other end is located the waste liquid collection well, the portion of digging outside is provided with sealing structure.
By adopting the technical scheme, when the plugging reinforcement works, a part of a water seepage area needs to be dug to form a digging part, the digging part extends to a non-water seepage area along the water seepage area of an external wall foundation to ensure that the whole water seepage area is completely covered, the condition of missing a water seepage point is avoided, and the effect of plugging is influenced.
Preferably, the sealing structure comprises an L-shaped supporting rod and two Z-shaped fixing rods, the Z-shaped fixing rods are located at positions with certain distances away from the edge of the chiseling part, the Z-shaped fixing rods are connected with wall foundation bolts, the Z-shaped fixing rods are perpendicular to the ground, two ends of each L-shaped supporting rod are located at the lower ends of the two Z-shaped fixing rods respectively, the L-shaped supporting rods are connected with the wall foundation bolts, baffles are arranged between the two Z-shaped fixing rods, the baffles are connected with the two Z-shaped fixing rods in a sliding mode, and through holes are formed in the tops of the baffles.
Adopt above-mentioned technical scheme, two "Z" type dead levers utilize bolt and wall connection, and be in the excavation portion both sides, two "Z" type dead lever symmetries prevent, the centre forms a recess, the slip inserts the baffle in the recess, be provided with "L" type bracing piece at "Z" type dead lever end, L "type bracing piece and wall body bolted connection, and hug closely" Z "type dead lever lower extreme, be used for supporting the baffle, at this moment, the baffle encloses into a closed local with the excavation portion, utilize the through-hole on baffle upper portion, pour into wall body filling material toward the excavation portion, wait that filling material and wall body fully bond after, unpack the baffle," Z "type dead lever and" L "type bracing piece and unpack apart, accomplish the restoration of wall body.
Preferably, the soft glue water pipe is provided with a multi-way connector.
By adopting the technical scheme, the multi-way interfaces are utilized, so that the water in different wall cracks is gathered and is intensively discharged to a designated position, and the multi-way interfaces are properly arranged, so that the pipe material can be saved.
Preferably, the sealing structure is coated with a waterproof coating on the portion of the sealing structure on the side of the cutting portion.
By adopting the technical scheme, the sealing structure is coated with the oil-coated waterproof paint, so that the filling material is prevented from being bonded with the baffle plate and being difficult to demould when the wall filling material contains moisture.
Has the advantages that: the whole process utilizes the cooperation of drainage hole and water pipe, will seep water and concentrate the emission, wait the water discharge behind the most, plug up the drainage hole with the plunger, rethread slip casting for the mouth filler material with the wall body crack filling, utilize seal structure to fill the portion of digging at last and level, accomplish the leaking stoppage reinforcement of wall body, whole process is simple easily operated, and can be with rivers centralized processing, and it is subaerial not wantonly to flow, causes the trouble to subsequent clearance.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment;
FIG. 2 is a schematic view of an embodiment of an assembly for displaying a closure structure and a wall foundation;
fig. 3 is a schematic structural diagram for showing a sealing structure according to an embodiment.
Reference numerals: 1. a wall foundation; 2. a grouting nozzle; 3. a cutting section; 4. grouting holes; 5. a drainage hole; 6. a plunger; 7. a rubber water stop bar; 8. a water conduit; 9. a threaded joint; 10. a soft rubber water pipe; 11. a sealing structure; 12. an L-shaped support bar; 13. a Z-shaped fixing rod; 14. a baffle plate; 15. a through hole; 16. a multi-way interface.
Detailed Description
The following is only the preferred embodiment of the present invention, the protection scope is not limited to this embodiment, and all technical solutions belonging to the idea of the present invention should belong to the protection scope of the present invention. It should also be noted that modifications and embellishments within the scope of the present disclosure may be made by those skilled in the art without departing from the principles of the present disclosure.
Referring to fig. 1 to 3, a basement enclosure wall infiltration department leaking stoppage reinforcement structure, including wall foundation 1 and slip casting mouth 2, excavation portion 3 has been seted up to 1 one side of wall foundation, drainage hole 5 has been seted up to 3 the minimum of excavation portion, 3 one end of drainage hole 5 is close to excavation portion is lower than keeping away from 3 one end of excavation portion slightly, set up drainage hole 5 at the minimum and collect the wall body infiltration, and make the infiltration flow toward low one end, drainage hole 5 low one end is pegged graft and is had aqueduct 8, aqueduct 8 other end fixedly connected with screwed joint 9, screwed joint 9 is located excavation portion 3, screwed joint 9 threaded connection has flexible glue water pipe 10, utilize threaded connection, convenient dismantlement and installation, the flexible glue water pipe 10 other end is located the waste liquid collecting well, the water that collects drainage hole 5 discharges to specific position through flexible glue water pipe 10, flexible glue water pipe 10 can be provided with many water ports 16, concentrate the rivers of different positions crack together and discharge, many water ports 16 positions rationally set up, can also save pipe material.
The plunger 6 is inserted into the drainage hole 5, the rubber water stop strip 7 is glued on the surface of the plunger 6, the plunger 6 and the drainage hole are in interference fit, the plunger 6 is inserted into the drainage hole 5 after water is discharged almost through the soft rubber water pipe 10, the rubber water stop strip 7 on the surface of the plunger 6 can expand when meeting water, the plunger 6 is clamped in the drainage hole 5, and the leakage stoppage effect is achieved simultaneously.
The cutting part 3 is provided with a plurality of grouting holes 4, the grouting holes 4 are inserted with grouting nozzles 2, the other ends of the grouting nozzles 2 are connected with an external pressure grouting machine, and materials are injected into wall cracks through the grouting nozzles 2 by the pressure grouting machine to complete filling of the cracks.
The outside of the cutting part 3 is provided with a sealing structure 11, the sealing structure 11 comprises an L-shaped supporting rod 12 and two Z-shaped fixing rods 13, the Z-shaped fixing rods 13 are positioned at the positions, away from the edge of the cutting part 3, of the Z-shaped fixing rods 13 and bolted connection of a wall foundation 1, the Z-shaped fixing rods 13 are perpendicular to the ground, the two fixing rods are symmetrically arranged to form a sliding groove, the two ends of the L-shaped supporting rod 12 are respectively positioned at the lower ends of the two Z-shaped fixing rods 13, the L-shaped supporting rod 12 is bolted connection of the wall foundation 1, the lower ends of the supporting rods and the fixing rods are tightly connected, a baffle 14 is arranged between the two Z-shaped fixing rods 13, the baffle 14 and the two Z-shaped fixing rods 13 are slidably connected, the baffle 14, the Z-shaped fixing rods 13 and the L-shaped supporting rod 12 form a mold, the cutting part 3 is enclosed into a space, a through hole 15 is formed above the baffle 14, wall filling materials are injected into the cutting part 3, the wall filling materials are filled in a level, after the filling materials and the wall are fully adhered, the baffle 14, the coating materials and the sealing structure is disassembled, and the wall filling materials are prevented from being coated on one side of the wall, and the wall is difficult to be coated with the water-proof material.
Claims (4)
1. The utility model provides a basement enclosure wall infiltration department leaking stoppage reinforcement structure, includes wall foundation (1) and slip casting mouth (2), its characterized in that, excavation portion (3) have been seted up to wall foundation (1) one side, a plurality of injected hole (4) have been seted up in excavation portion (3), injected hole (4) are pegged graft and are had slip casting mouth (2), the other end and the external pressure slip casting machine of slip casting mouth (2), drainage hole (5) have been seted up to excavation portion (3) minimum, drainage hole (5) are close to excavation portion (3) one end and are lower than keeping away from excavation portion (3) one end slightly, drainage hole (5) are pegged graft and are had plunger (6), plunger (6) surface cement has rubber sealing strip (7), plunger (6) and water conservancy diversion hole interference fit, drainage hole (5) low department one end grafting has aqueduct (8), aqueduct (8) other end is connected with threaded joint (9), threaded joint (9) are located excavation portion (3), threaded joint (9) threaded joint (10) are connected with flexible glue water pipe (10) to collect waste liquid water pipe (11) the other end.
2. The leaking stoppage reinforcing structure for the water seepage position of the basement enclosure wall as claimed in claim 1, wherein the sealing structure (11) comprises an L-shaped supporting rod (12) and two Z-shaped fixing rods (13), the Z-shaped fixing rods (13) are located at positions away from the edge of the digging part (3) by a certain distance, the Z-shaped fixing rods (13) are connected with the wall foundation (1) through bolts, the Z-shaped fixing rods (13) are perpendicular to the ground, two ends of the L-shaped supporting rod (12) are respectively located at the lower ends of the two Z-shaped fixing rods (13), the L-shaped supporting rod (12) is connected with the wall foundation (1) through bolts, a baffle (14) is arranged between the two Z-shaped fixing rods (13), the baffle (14) is connected with the two Z-shaped fixing rods (13) in a sliding manner, and a through hole (15) is formed above the baffle (14).
3. The leaking stoppage and reinforcement structure for the water seepage part of the basement enclosure wall as claimed in claim 1, wherein the soft rubber water pipe (10) is provided with a multi-way joint (16).
4. The leaking stoppage and reinforcement structure for the water seepage part of the basement enclosing wall as claimed in claim 1, wherein the sealing structure (11) is coated with waterproof paint at the side of the cut part (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222589126.XU CN218234458U (en) | 2022-09-28 | 2022-09-28 | Basement enclosure wall seepage department leaking stoppage reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222589126.XU CN218234458U (en) | 2022-09-28 | 2022-09-28 | Basement enclosure wall seepage department leaking stoppage reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218234458U true CN218234458U (en) | 2023-01-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222589126.XU Active CN218234458U (en) | 2022-09-28 | 2022-09-28 | Basement enclosure wall seepage department leaking stoppage reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218234458U (en) |
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2022
- 2022-09-28 CN CN202222589126.XU patent/CN218234458U/en active Active
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