CN213539105U - A leaking stoppage structure for deep basal pit basement outer wall crack - Google Patents
A leaking stoppage structure for deep basal pit basement outer wall crack Download PDFInfo
- Publication number
- CN213539105U CN213539105U CN202022005628.4U CN202022005628U CN213539105U CN 213539105 U CN213539105 U CN 213539105U CN 202022005628 U CN202022005628 U CN 202022005628U CN 213539105 U CN213539105 U CN 213539105U
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- grouting
- layer
- leaking stoppage
- filling groove
- wall
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Abstract
The utility model provides a be used for fissured leaking stoppage structure of deep basal pit basement outer wall relates to the technical field of the fissured leaking stoppage construction of wall body, and it is used for forming the seal of airtight cavity with the filling groove including fixing in the filling groove, installs the slip casting mouth that runs through its both sides on the seal, and it has the grout blanket that is used for restoreing the fracture to fill between the tank bottom in seal and filling groove. The grouting nozzle is embedded in the closed layer, so that the work of taking out the grouting nozzle is reduced, and the construction period is shortened.
Description
Technical Field
The utility model relates to a technical field of the fissured leaking stoppage construction of wall body especially relates to a be used for fissured leaking stoppage structure of deep basal pit basement outer wall.
Background
The reinforced concrete building is easy to crack, and under the condition that the building cracks cannot be eliminated, the influence of the building cracks on the building function and the attractiveness is reduced, the reduction of the structural safety caused by the building cracks is avoided, and the reinforcement is particularly important for the treatment of the existing cracks.
The construction mode of the prior art is to use a gel waterproof material for plugging, and after plugging is finished, a water stopping needle head needs to be removed, so that the construction period is long.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the scheme provides the leaking stoppage structure for the outer wall cracks of the basement of the deep foundation pit, and the leaking stoppage structure has the effect of saving the construction period.
According to the utility model discloses an embodiment, a leaking stoppage structure for deep basal pit basement outer wall crack, including fixing the seal that is used for forming airtight cavity with the filling groove in the filling groove, install the slip casting mouth that runs through its both sides on the seal, it has the grout blanket that is used for restoreing the crack to fill between the tank bottom of seal and filling groove.
By the technical scheme, the sealing layer seals the filling groove to form a closed cavity so as to bear the grouting pressure higher than the normal atmospheric pressure during grouting; the grouting nozzle is formed on the closed layer, and the grouting nozzle is directly plugged after grouting is completed, so that the erasing process is reduced, the construction time is shortened, and the whole construction period is shortened.
Preferably, the grouting nozzle comprises a grouting pipe and a positioning plate arranged on the grouting pipe, and the length direction of the grouting pipe is perpendicular to the main plane of the positioning plate.
Through above technical scheme, when the construction, in order to reduce the possibility that can't form airtight cavity with filling in the seam when preparation closed bed, the hose has been preset at the tank bottom of filling the groove, and the locating plate is used for butt location hose, reduces the possibility that the hose takes place to shift when preparation closed bed.
Preferably, one side of the sealing layer close to the notch of the filling groove is covered with a waterproof layer.
Through above technical scheme, the waterproof layer is used for reducing the possibility that flowing water such as rainwater outside the wall body permeates the airtight layer and flows into the building wall body.
Preferably, the closed layer is made of LB-8 quick-hardening cement.
By adopting the technical scheme, the forming time of the closed layer can be shortened by adopting the quick-drying cement, and the construction period is further shortened.
Preferably, the grouting layer is made of LB-7 neoprene latex polymer cement slurry.
Through the technical scheme, the cement paste enables the structure of the scheme to have higher waterproofness, and the possibility that running water or seepage water enters the inside of the wall body is further reduced.
Preferably, the waterproof layer is made of LB-21 epoxy emulsion daub.
Through the technical scheme, compared with the common waterproof material, the waterproof material has higher waterproof property.
Compared with the prior art, the utility model discloses one of following beneficial effect has at least:
1. the grouting nozzle and the structure arranged in the sealing layer reduce the work of dismantling the grouting nozzle after grouting is finished, and shorten the construction period;
2. the closed layer made of the quick-hardening cement can be formed more quickly, so that the construction period is further shortened;
3. the use of a waterproof filler layer and an outermost waterproof layer provides the structure with improved waterproof properties.
Drawings
FIG. 1 is a schematic overall structure of the present application;
fig. 2 is a structural schematic diagram of the installation relationship between the grouting nozzle and the hose.
In the above drawings: 1. a sealing layer; 2. a grouting nozzle; 21. a grouting pipe; 22. positioning a plate; 3. grouting layer; 4. a waterproof layer; 5. a wall body; 51. filling the groove; 6. a hose.
Detailed Description
The technical solution of the present invention will be further explained with reference to the accompanying drawings and embodiments.
A leaking stoppage structure for a crack of an outer wall of a basement of a deep foundation pit refers to fig. 1 and comprises a sealing layer 1 fixed at an opening of a filling groove 51 and a grouting nozzle 2 arranged on the sealing layer 1, wherein the sealing layer 1 and the filling groove 51 form a closed cavity so as to bear high-pressure slurry.
The sealing layer 1 is made of LB-8 quick-hardening cement purchased in the market, so that the forming speed of the sealing layer 1 is higher, and the construction period is shortened. The grouting nozzle 2 comprises a grouting pipe 21 and a positioning plate 22 arranged on the grouting pipe 21, the positioning plate 22 is positioned on one side of the grouting pipe 21 close to the bottom of the filling groove 51, when the sealing layer 1 is manufactured by sealing and plastering, the grouting nozzle 2 is installed stably, and the grouting nozzle 2 is formed on the sealing layer 1.
The sealing layer 1 and the filling groove 51 are filled with high-pressure slurry to form a grouting layer 3, the grouting layer 3 is LB-7 neoprene latex polymer cement slurry, the LB-7 neoprene latex polymer cement slurry is prepared by uniformly mixing LB-7 neoprene latex cement slurry waterproof agents purchased from the market and cement slurry in a certain proportion, the cement slurry has the repairing effect and the waterproof property, the possibility that water on the outer side of the wall body permeates into the wall body is reduced, and the wall body can be better protected.
The waterproof layer 4 is laid on one side, far away from the grouting layer 3, of the sealing layer 1, the waterproof layer 4 is made of LB-21 epoxy emulsion daub purchased through the market, the waterproof material has better waterproofness, and the cost performance of the plugging structure is higher on the premise that waterproof conditions are guaranteed.
The application relates to a construction principle of a leaking stoppage structure for a deep foundation pit basement outer wall crack, which comprises the following steps: referring to fig. 2, a filling groove 51 is formed in the inner joint of the wall 5 along the length direction of the crack, and the filling groove 51 has a V-shaped cross section to clean concrete residues in the filling groove.
Laying the hose 6 at the bottom of the filling groove 51 along the length direction of the filling groove 51, installing a plurality of grouting nozzles 2 in the filling groove 51 at intervals, and sealing and smearing by using quick-setting cement to form a closed layer 1; when the sealing layer 1 is formed, the hose 6 is drawn out, the sealing layer 1 and the filling groove 51 form a closed cavity, and the end part of the grouting pipe 21 close to the positioning plate 22 is abutted against the hose 6 when the grouting nozzle 2 is installed, so that the grouting nozzle 2 is ensured to be communicated with the closed cavity.
The grouting nozzle 2 is communicated with a high-pressure grouting machine, high-pressure LB-7 neoprene latex polymer cement slurry is injected into the closed cavity to form a grouting layer 3, and due to the fact that the capillary cracks of the wall body are communicated with the filling groove 51, fillers enter the capillary cracks under high pressure, and the reinforcing effect of the crack positions of the wall body is good.
And after the sealed cavity is filled with the grout, the high-pressure grouting machine is disconnected, and the grouting nozzle 2 is bent and sealed, so that the possibility of the backflow of the grout in the cavity is reduced.
The waterproof layer 4 is coated on the outer side of the sealing layer 1, so that the sealing structure has higher waterproof performance.
When the sealing layer 1 is manufactured, a certain distance can be reserved between the sealing layer 1 and the notch of the filling groove 51, so that the filling plane height can be adjusted for leveling during secondary filling.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (6)
1. The utility model provides a leak stoppage structure for deep basal pit basement outer wall crack which characterized in that: the crack repairing device comprises a sealing layer (1) which is fixed in a filling groove (51) and used for forming a closed cavity with the filling groove (51), grouting nozzles (2) penetrating through two sides of the sealing layer (1) are installed on the sealing layer (1), and a grouting layer (3) used for repairing cracks is filled between the sealing layer (1) and the bottom of the filling groove (51).
2. The leaking stoppage structure for the cracks of the outer wall of the basement of the deep foundation pit as claimed in claim 1, is characterized in that: the grouting nozzle (2) comprises a grouting pipe (21) and a positioning plate (22) arranged on the grouting pipe (21), and the length direction of the grouting pipe (21) is perpendicular to the main plane of the positioning plate (22).
3. The leaking stoppage structure for the cracks of the outer wall of the basement of the deep foundation pit as claimed in claim 1, is characterized in that: and a waterproof layer (4) covers one side of the closed layer (1) close to the notch of the filling groove (51).
4. The leaking stoppage structure for the cracks of the outer wall of the basement of the deep foundation pit as claimed in claim 1, is characterized in that: the sealing layer (1) is made of LB-8 quick-hardening cement.
5. The leaking stoppage structure for the cracks of the outer wall of the basement of the deep foundation pit as claimed in claim 1, is characterized in that: the grouting layer (3) is made of LB-7 neoprene latex polymer cement slurry.
6. The leaking stoppage structure for the cracks of the outer wall of the basement of the deep foundation pit as claimed in claim 3, is characterized in that: the waterproof layer (4) is made of LB-21 epoxy emulsion daub.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022005628.4U CN213539105U (en) | 2020-09-14 | 2020-09-14 | A leaking stoppage structure for deep basal pit basement outer wall crack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022005628.4U CN213539105U (en) | 2020-09-14 | 2020-09-14 | A leaking stoppage structure for deep basal pit basement outer wall crack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213539105U true CN213539105U (en) | 2021-06-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022005628.4U Expired - Fee Related CN213539105U (en) | 2020-09-14 | 2020-09-14 | A leaking stoppage structure for deep basal pit basement outer wall crack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213539105U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958148A (en) * | 2021-11-15 | 2022-01-21 | 广东科顺修缮建筑技术有限公司 | Groove for repairing cracks of back pressure water leakage and grooving process and application thereof |
-
2020
- 2020-09-14 CN CN202022005628.4U patent/CN213539105U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958148A (en) * | 2021-11-15 | 2022-01-21 | 广东科顺修缮建筑技术有限公司 | Groove for repairing cracks of back pressure water leakage and grooving process and application thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210625 |