CN220870264U - Basement wall pipe seepage plugging structure - Google Patents
Basement wall pipe seepage plugging structure Download PDFInfo
- Publication number
- CN220870264U CN220870264U CN202322856094.XU CN202322856094U CN220870264U CN 220870264 U CN220870264 U CN 220870264U CN 202322856094 U CN202322856094 U CN 202322856094U CN 220870264 U CN220870264 U CN 220870264U
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- wall
- layer
- wall pipe
- pipe body
- basement
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- 239000002689 soil Substances 0.000 claims abstract description 21
- 244000025254 Cannabis sativa Species 0.000 claims description 21
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 21
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 21
- 235000009120 camo Nutrition 0.000 claims description 21
- 235000005607 chanvre indien Nutrition 0.000 claims description 21
- 239000011487 hemp Substances 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 235000014121 butter Nutrition 0.000 claims description 13
- 238000001035 drying Methods 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 7
- 230000004888 barrier function Effects 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 239000004593 Epoxy Substances 0.000 claims description 4
- 229920002635 polyurethane Polymers 0.000 claims description 4
- 239000004814 polyurethane Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 230000002787 reinforcement Effects 0.000 description 6
- 238000004140 cleaning Methods 0.000 description 5
- 239000002002 slurry Substances 0.000 description 5
- 229920000642 polymer Polymers 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model relates to the field of waterproof plugging of underground buildings, in particular to a basement wall penetrating pipe leakage plugging structure, which comprises a wall body and a wall penetrating pipe body, wherein a soil layer is arranged on the outer side of the wall body; the wall body is provided with a plurality of impervious layers, the impervious layers are clung to the wall body and are sequentially arranged, and the inner parts of the impervious layers are jointly wrapped on the wall penetrating pipe body.
Description
Technical Field
The utility model relates to the field of waterproof plugging of underground buildings, in particular to a basement wall penetrating pipe leakage plugging structure.
Background
Most old houses in China are built in the 90 s of the last century, most of the walls are brick walls, gaps exist when mortar is not fully filled, particularly, the positions of wall penetrating pipes are reserved, due to the existence of micro gaps between the walls of the pipelines, when urban waterlogging occurs or the outer wall of the house is submerged by water, outdoor water flows back into the basement along the gaps of the wall penetrating pipes due to the existence of water head difference, and living safety of people is greatly influenced.
Conventional methods typically slurry the wall at the through-wall pipe, but in such methods the slurry spreads unevenly and, when eroded by water, channels are formed again.
Because of long-term water erosion, soil layers on the outer sides of the walls can be eroded to form holes or loose diseases, and after surface water is removed, water accumulation layers are formed on the outer sides of the walls due to the existence of the holes or loose soil bodies, so that the walls are damaged.
Disclosure of Invention
The utility model provides a basement wall penetrating pipe leakage plugging structure, which aims to solve the problems that slurry is unevenly diffused, channels are formed again after water erosion occurs and the outer side of a wall is easily eroded by water accumulation in the traditional method.
In order to achieve the above object, the technical scheme of the present utility model is as follows:
The utility model provides a basement wall pipe seepage shutoff structure, includes wall body and wall pipe body, the wall body outside is provided with the soil layer, wall pipe body one end is located the wall body inboard, extends to in the soil layer after the wall body is run through to the wall pipe body other end, the wall body inboard is seted up flutedly, wall pipe body is located the recess middle part, the recess is inside to be provided with waterproof layer and reinforcement layer, waterproof layer and reinforcement layer all enclose and establish in wall pipe body outside, the waterproof layer is located between reinforcement layer and the tank bottom, the waterproof layer includes hemp rope and butter, the reinforcement layer outside is provided with the plane layer, the plane layer surface flushes with the wall inboard;
The wall body outside is provided with a plurality of barrier layers, and a plurality of the barrier layers are hugged closely the wall body and set gradually, and a plurality of the barrier layers are inside to wrap up jointly the wall pipe body.
Further, the depth of the groove is 15-20cm, the distance between the side wall of the groove and the wall pipe body is 5-10cm, and the anti-seepage reinforcement is carried out on the circumference of the wall pipe by arranging the groove and filling a waterproof layer and a reinforcing layer in the groove.
Further, the impermeable layer is of a block structure consisting of polyurethane.
Further, a plurality of grouting pipes are arranged between the impermeable layer and the upper surface of the soil layer, the grouting pipes are pulled out after grouting is completed, and the grouting holes are filled with quick-drying cement.
Further, the reinforcing layer is a plane structure formed by epoxy quick-drying mortar, and the plane layer is a plane structure formed by quick-drying cement.
Further, the butter is soaked in the hemp rope and on the surface of the hemp rope, and the waterproof layer is filled to a depth of about 10 cm to 15cm.
Through the technical scheme, the utility model has the beneficial effects that:
When the waterproof layer is filled, the hemp rope is beaten by the hammer to generate fiber hemp threads, then the scattered hemp rope is immersed into butter, and the hemp rope is rubbed and rolled back and forth, so that the hemp rope is fully smeared with the butter, the hemp rope fully smeared with the butter is filled into the chiseled grooves, the wall body is tamped in a layered manner, the hemp rope and the butter are used for plugging the wall body, water is prevented from seeping into the room from the wall pipe body, and the plugging effect is good.
According to the utility model, when the impermeable layer is arranged on the outer side of the wall body, firstly, the high polymer grouting is carried out on the hollow and non-compact soil layer according to the radar detection result of the soil layer outside the wall body, the soil layer is reinforced, and the outer impermeable layer is formed, and by arranging a plurality of grouting pipes, the slurry is more uniformly dispersed, and the accumulated water on the outer side of the wall body can be effectively isolated through the impermeable layer.
According to the utility model, the waterproof layer on the inner side is fastened through the reinforcing layer, so that the tight combination state of the waterproof layer, the wall body and the wall penetrating pipe body is maintained, and the waterproof layer is prevented from falling off.
Drawings
FIG. 1 is a schematic illustration of a basement wall pipe leak shutoff structure of the present utility model.
The reference numerals in the drawings are:
1 is a waterproof layer, 2 is a reinforcing layer, 3 is a wall pipe body, 4 is a wall body, 5 is a grouting pipe, 6 is a soil layer, and 7 is an impermeable layer.
Detailed Description
The utility model is further described with reference to the drawings and detailed description which follow:
In the description of the present utility model, it should be understood that the terms "left", "right", "upper", "lower", "lateral", "vertical", etc. indicate orientations or positional relationships based on the orientation or positional relationships shown in fig. 1, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Example 1
As shown in fig. 1, the basement wall penetrating pipe leakage plugging structure comprises a wall body 4 and a wall penetrating pipe body 3, wherein a soil layer 6 is arranged on the outer side of the wall body 4, one end of the wall penetrating pipe body 3 is positioned on the inner side of the wall body 4, the other end of the wall penetrating pipe body 3 penetrates through the wall body 4 and then extends into the soil layer 6, a groove is formed in the inner side of the wall body 4, the wall penetrating pipe body 3 is positioned in the middle of the groove, a waterproof layer 1 and a reinforcing layer 2 are arranged in the groove, the waterproof layer 1 and the reinforcing layer 2 are all arranged on the outer side of the wall penetrating pipe body 3 in a surrounding mode, the waterproof layer 1 is positioned between the reinforcing layer 2 and the groove bottom, the waterproof layer 1 comprises hemp ropes and butter, a plane layer is arranged on the outer side of the reinforcing layer 2, and the surface of the plane layer is flush with the inner side of the wall;
The outside of the wall body 4 is provided with a plurality of impervious layers 7, a plurality of impervious layers 7 are clung to the wall body 4 and are sequentially arranged, and the inside of the impervious layers 7 is jointly wrapped by the wall pipe body 3.
In addition, the depth of the groove is 15-20cm, the distance between the side wall of the groove and the wall pipe body is 35-10cm, and the anti-seepage reinforcement is carried out on the periphery of the wall pipe by arranging the groove and filling the waterproof layer 1 and the reinforcing layer 2 in the groove.
Specifically, the impermeable layer 7 is of a block structure composed of polyurethane, the polyurethane is injected into the soil layer 6 to strengthen the soil layer 6, an external impermeable layer 7 is formed, and accumulated water outside the wall body 4 can be effectively isolated through the impermeable layer 7.
In this embodiment, a plurality of grouting pipes 5 are disposed between the impermeable layer 7 and the upper surface of the soil layer 6, so that the slurry is more uniformly spread, the grouting pipes 5 are pulled out after the grouting is completed, and the grouting holes are filled with quick-drying cement.
In this embodiment, the reinforcing layer 2 is a planar structure formed by epoxy quick-drying mortar, the waterproof layer 1 on the inner side is fastened through the reinforcing layer 2, and the tight combination state of the waterproof layer 1, the wall body 4 and the wall penetrating pipe body 3 is kept, so that the waterproof layer 1 is prevented from falling off, and the planar layer is a planar structure formed by quick-drying cement, and the inner side surface of the wall body 4 is smooth and attractive through the arrangement of the planar layer.
In this embodiment, the butter is infiltrated inside and on the surface of the hemp rope, and the waterproof layer 1 is filled to a depth of about 10 cm to 15cm.
In practical application, please refer to fig. 1 again, step one (chiseling the wall 4 around the wall pipe body 3): chiseling the wall body 4 along the circumference of the leakage through-wall pipe body 3 by using an electric chisel, if the through-wall pipe body 3 is a plastic pipeline, manually chiseling the wall body within 5cm from the through-wall pipe body so as to avoid damaging the through-wall pipe body 3, wherein the depth of a recess gouging chisel of the wall body 4 at the circumference of the pipe is 15-20cm, and the side wall of the recess is 35-10cm from the through-wall pipe body;
Step two (cleaning the inner wall of the tube Zhou Qiangkong): cleaning the chiseled grooves by using a hairbrush, cleaning broken slag of the wall body 4, or cleaning by using an air nozzle of an air compressor;
Step three (manufacturing waterproof layer 1): beating the hemp rope by using a hammer to cause fiber hemp threads to appear, immersing the scattered hemp rope into butter, and kneading and rolling the hemp rope back and forth to cause the hemp rope to be stained with the butter;
Step four (waterproof layer 1 is filled in the groove): filling the hemp ropes properly stained with butter into the chiseled grooves, and tamping the hemp ropes in layers, wherein the filling depth of the hemp ropes is about 10-15cm;
Step five (surface hole sealing and treatment): filling the rest grooves by using a reinforcing layer 2 made of epoxy quick-drying mortar until the rest grooves are flush with the original wall surface, and finally forming a plane layer by using quick-drying cement plastering;
Step six (external grouting of the wall body 4): according to the radar detection result of the outer soil layer 6 of the wall body 4, performing high polymer grouting on the hollow and non-compact soil layer 6, on one hand, reinforcing soil body, and on the other hand, wrapping the wall penetrating pipeline by the high polymer grouting to form an outer impermeable layer 7;
step seven (site cleaning): the grouting pipe 5 is pulled out, the grouting holes are filled with quick-drying cement, and polymer grouting residues outside the wall body 4, broken stones chiseled in the room and the like are removed.
The above-described embodiments are merely preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, so that all equivalent changes or modifications of the structure, characteristics and principles described in the claims should be included in the scope of the present utility model.
Claims (6)
1. The utility model provides a basement wall pipe seepage plugging structure, includes wall body (4) and wall pipe body (3), the wall body (4) outside is provided with soil layer (6), wall pipe body (3) one end is located wall body (4) inboard, extends to in soil layer (6) after wall body (4) are run through to wall pipe body (3) other end, a serial communication port, wall body (4) inboard has seted up flutedly, wall pipe body (3) are located the recess middle part, the inside waterproof layer (1) and the enhancement layer (2) of being provided with of recess, waterproof layer (1) and enhancement layer (2) all enclose to establish in wall pipe body (3) outside, waterproof layer (1) are located between enhancement layer (2) and the tank bottom, waterproof layer (1) are including twine and butter, the enhancement layer (2) outside is provided with the plane layer, the plane layer surface flushes with the wall inboard;
The wall body (4) outside is provided with a plurality of barrier layers (7), and a plurality of barrier layers (7) are hugged closely wall body (4) and are set gradually, and a plurality of barrier layers (7) are inside to be wrapped up jointly wall pipe body (3).
2. The basement wall pipe leakage plugging structure according to claim 1, wherein the depth of the groove is 15-20cm, and the side wall of the groove is 5-10cm away from the wall pipe body (3).
3. A basement wall pipe leakage plugging structure according to claim 1, wherein said impermeable layer (7) is a block structure consisting of polyurethane.
4. A basement wall pipe leakage plugging structure according to claim 3, wherein a plurality of grouting pipes (5) are arranged between the impermeable layer (7) and the upper surface of the soil layer (6).
5. The basement wall pipe leakage plugging structure according to claim 1, wherein the reinforcing layer (2) is a planar structure composed of epoxy quick-drying mortar, and the planar layer is a planar structure composed of quick-drying cement.
6. A basement wall pipe leakage plugging structure according to claim 1, wherein said butter is infiltrated inside and on the surface of hemp ropes, and said waterproof layer (1) is filled to a depth of about 10-15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322856094.XU CN220870264U (en) | 2023-10-24 | 2023-10-24 | Basement wall pipe seepage plugging structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322856094.XU CN220870264U (en) | 2023-10-24 | 2023-10-24 | Basement wall pipe seepage plugging structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220870264U true CN220870264U (en) | 2024-04-30 |
Family
ID=90820113
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322856094.XU Active CN220870264U (en) | 2023-10-24 | 2023-10-24 | Basement wall pipe seepage plugging structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220870264U (en) |
-
2023
- 2023-10-24 CN CN202322856094.XU patent/CN220870264U/en active Active
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| GR01 | Patent grant | ||
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