CN106759842A - Basement wall seepage crack plugging system and construction method thereof - Google Patents
Basement wall seepage crack plugging system and construction method thereof Download PDFInfo
- Publication number
- CN106759842A CN106759842A CN201611198697.3A CN201611198697A CN106759842A CN 106759842 A CN106759842 A CN 106759842A CN 201611198697 A CN201611198697 A CN 201611198697A CN 106759842 A CN106759842 A CN 106759842A
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- Prior art keywords
- crack
- groove
- layer
- infiltration
- water
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 44
- 230000008595 infiltration Effects 0.000 claims description 54
- 238000001764 infiltration Methods 0.000 claims description 54
- 239000003822 epoxy resin Substances 0.000 claims description 10
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 239000002674 ointment Substances 0.000 claims description 10
- 229920000647 polyepoxide Polymers 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 9
- 239000011295 pitch Substances 0.000 claims description 9
- 239000003566 sealing material Substances 0.000 claims description 9
- 238000005553 drilling Methods 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 230000001680 brushing effect Effects 0.000 claims description 3
- 238000004078 waterproofing Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000003475 lamination Methods 0.000 claims 1
- 229920002521 macromolecule Polymers 0.000 claims 1
- 238000007789 sealing Methods 0.000 abstract description 8
- 230000000903 blocking effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
A basement wall seepage crack sealing system and a construction method thereof comprise a wall body, wherein a seepage crack is arranged on the wall body, a groove is arranged on the back surface of the wall body and corresponds to the seepage crack, a water guide pipe for guiding seepage water in the wall body out is horizontally arranged in the groove, one end of the water guide pipe is abutted against the internal seepage crack and is fixed with the wall body through a first layer of crack sealing layer buried at the bottom of the groove, a valve which is in an open state when water is guided and is in a closed state after the water is guided is arranged on a part of pipe body outside the first layer of crack sealing layer, a second layer of crack sealing layer is arranged outside the groove and the first layer of crack sealing layer, and the water guide pipe and the valve after the water is guided are buried in the groove by the second layer of crack sealing layer to fill the groove flat; and a waterproof layer is coated outside the second layer crack blocking layer. The invention has the characteristics of safety, applicability and the like, has good popularization and practical values, and can generate good economic benefits after wide popularization and application.
Description
Technical field
The present invention relates to civil engineering technical field, more particularly to a kind of basement wall infiltration crack plugging system and its
Construction method.
Background technology
With the development of society, the progress of technology, Large Underground parking lot, market and civil air defense constructions and installations are more and more.It is right
In the basement of large area, the length of wall is often more long, and rear metope of having constructed occurs crack unavoidably, and crack easily causes oozes
Water problems.Traditional handicraft typically uses " completion method ", with pneumatic pick, drill rod or at a high speed the cutting disc of rotation by crack growth, shape
Forming V-shape or dovetail groove, be layered after cleaning up pressure smear epoxy resin mortar or cement mortar, pitch ointment, high molecule sealing materials or
The material dead-end fractures such as various finished product sealing agents.But when water percolating capacity is larger, infiltration can influence loss circulation material plugging effect, seepage
Treatment effect is not fine.
The content of the invention
It is an object of the invention to provide a kind of basement wall infiltration crack plugging system and its construction method, to solve to ooze
When water is larger, infiltration can influence loss circulation material plugging effect, and seepage treatment effect is not good technical problem.
To achieve the above object, the present invention is adopted the following technical scheme that：
A kind of basement wall infiltration crack plugging system, including wall, there is infiltration crack on the wall, it is characterised in that：
On the back side of the wall, the correspondence position in infiltration crack is provided with groove, and being horizontally disposed with the groove has in wall
The derived aqueduct of infiltration, one end of the aqueduct is against on internal infiltration crack, and by filling the head in bottom portion of groove
Slabbing seams the fixation of blocking layer realization and wall, is unlatching when being provided with water guide on the part body outside the plugged zone of first floor crack
It is the valve of closed mode after the completion of state, water guide, the closure of second layer crack is set in the groove, outside the plugged zone of first floor crack
Aqueduct and valve after the completion of water guide is buried in inside grooves, groove is filled and led up by layer, second layer crack plugged zone；Institute
State the plugged zone external application of second layer crack and be provided with waterproof layer.
It is further preferred that the depth of groove is not more than the 1/2 of thickness of wall body.
Further, first floor crack plugged zone and second layer crack plugged zone are by epoxy resin mortar, cement mortar, pitch
Ointment or high molecule sealing materials layering pressure are smeared and formed.
Further, the waterproof layer is formed by cement group water-proofing material brushing or pasted by waterproof roll and forms.
Additionally, the groove is V-shaped groove or dovetail groove.
It is further preferred that the aqueduct is along the spaced row aqueduct of groove bearing of trend.
A kind of construction method of basement wall infiltration crack plugging system, it is characterised in that comprise the following steps：
Step one, prepares before construction：The position for determining infiltration crack is checked, and carries out mark；
Step 2, sets groove：Drilling treatment is carried out to the infiltration crack of wall back side using impact drill, V-arrangement or ladder is formed
The groove of shape, and rinse groove with clear water；
Step 3, infiltration crack water guide treatment：Bottom is installed in inside grooves to be connected and with valvular water guide with infiltration crack
Pipe, and smear epoxy resin mortar, cement mortar, pitch ointment or high molecule sealing materials the formation first floor crack in bottom portion of groove layering pressure
Plugged zone, will be fixed on wall inside aqueduct, and valve is outside the plugged zone of first floor crack；
Step 4, infiltration crack water guide treatment：Open valve and infiltration is guided to infiltration crack；
Step 5, truncates aqueduct：After water is drained, valve is closed, truncate aqueduct to the mouth of pipe without departing from groove port；
Step 6, secondary repairing：On the outside of the plugged zone of first floor crack be layered pressure smear epoxy resin mortar, cement mortar, pitch ointment or
High molecule sealing materials, form second layer crack plugged zone, and second layer crack plugged zone is by the aqueduct after truncation and pass
Valve after closing is buried in inside grooves, and groove is filled and led up；
Step 7, lays waterproof layer：Waterproof layer is laid on the outside of the plugged zone of second layer crack, so far, basement wall infiltration is split
Stifled system construction is seamed to complete.
It is further preferred that the impact drilling angle is 45 °.
It is further preferred that the valve on the aqueduct is located at the position of body 1/2.
Compared with prior art the invention has the characteristics that and beneficial effect：
The present invention first drains wall upstream face water when being blocked to infiltration crack, on the one hand reduces water and wall is met water
The pressure in face, on the other hand can eliminate the influence seeped water in leak stopping processing procedure to waterproof material performance, greatly improve impervious
Treatment effect；The present invention improves to traditional infiltration crack method for blocking, with minimum manpower and the input of material resources, produces
Greatly with beneficial effect, with safety, be applicable the features such as, having promote well and practical value, meeting after extensive popularization and application
Produce good economic benefit.
Brief description of the drawings
Fig. 1 is that the wall that a kind of basement wall infiltration crack plugging system of the invention is related to is not provided with the structure of groove and shows
It is intended to；
Fig. 2 is that the wall that a kind of basement wall infiltration crack plugging system of the invention is related to sets the structural representation after groove
Figure；
Fig. 3 is the structural representation after inside grooves of the present invention set aqueduct；
Fig. 4 is the structural representation that inside grooves of the present invention set first floor crack plugged zone；
Fig. 5 is the structural representation after aqueduct of the present invention is truncated；
A kind of structural representation of basement wall infiltration crack plugging system of Fig. 6 present invention.
Reference：1- walls；2- infiltrations crack；3- grooves；4- aqueducts；5- valves；6- first floors crack plugged zone；7-
Second layer crack plugged zone；8- waterproof layers.
Specific embodiment
For technological means, character of innovation, reached purpose and effect for making present invention realization are easy to understand, with reference to
The present invention is further described for accompanying drawing.
The embodiment recorded herein is specific specific embodiment of the invention, for illustrating design of the invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
Other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein
The technical scheme of substitutions and modifications.
A kind of basement wall infiltration crack plugging system, as shown in fig. 6, including wall 1, as shown in figure 1, on wall 1
There is infiltration crack 2, as shown in Fig. 2 on the back side of wall 1, the correspondence position in infiltration crack 2 is provided with groove 3, groove 3 is deep
Degree is not more than the 1/2 of the thickness of wall 1, and groove 3 is V-shaped groove or dovetail groove, as shown in figure 3, be horizontally disposed with groove 3 having wall
Aqueduct 4 derived from interior infiltration, aqueduct 4 is along the spaced row aqueduct of the bearing of trend of groove 3, as shown in figure 4, leading
One end of water pipe 4 is against on internal infiltration crack 2, and is realized and wall by the first floor crack plugged zone 6 filled in the bottom of groove 3
The fixation of body, when being provided with water guide on the part body outside first floor crack plugged zone 6 for after the completion of opening, water guide to close
The valve 5 of closed state, groove 3 is interior, the peripheral hardware second layer crack plugged zone 7 of first floor crack plugged zone 6, second layer crack plugged zone
7 are buried in inside groove 3 aqueduct 4 and valve 5 after the completion of water guide, and groove 3 is filled and led up；Outside second layer crack plugged zone 7
Waterproof layer 8 is laid with, waterproof layer 8 is formed by cement group water-proofing material brushing or pasted by waterproof roll and forms, first floor Crack Sealing
Blocking layer 6 and second layer crack plugged zone 7 are smeared by epoxy resin mortar, cement mortar, pitch ointment or high molecule sealing materials layering pressure
Form.
A kind of construction method of basement wall infiltration crack plugging system, it is characterised in that comprise the following steps：
Step one, prepares before construction：The position for determining infiltration crack 2 is checked, and carries out mark；
Step 2, sets groove 3：Drilling treatment is carried out to the infiltration crack 2 of the back side of wall 1 using impact drill, impact drill is bored
Orifice angle is 45 °, forms V-arrangement or trapezoidal groove 3, and rinse groove 3 with clear water；
Step 3, the infiltration water guide of crack 2 treatment：Bottom is installed inside groove 3 to be connected and with valve 5 with infiltration crack 2
Aqueduct 4, valve 5 be located at the position of 4 body of aqueduct 1/2 at, and the bottom of groove 3 layering pressure smear epoxy resin mortar, cement bonded sand
Slurry, pitch ointment or high molecule sealing materials form first floor crack plugged zone 6, will be fixed on wall 1 inside aqueduct 4, valve
Door 5 is outside first floor crack plugged zone 6；
Step 4, the infiltration water guide of crack 2 treatment：Open 5 pairs of infiltration cracks 2 of valve and guide infiltration；
Step 5, truncates aqueduct 4：After water is drained, valve 5 is closed, truncate aqueduct 4 to the mouth of pipe without departing from 3 mouthfuls of groove；
Step 6, secondary repairing：In the first floor crack outside of plugged zone 6 layering pressure smear epoxy resin mortar, cement mortar, pitch ointment or
High molecule sealing materials, form second layer crack plugged zone 7, and second layer crack plugged zone 7 is by the He of aqueduct 4 after truncation
Valve 5 after closing is buried in inside groove 3, and groove 3 is filled and led up；
Step 7, lays waterproof layer 8：In second layer crack, waterproof layer 8 is laid in the outside of plugged zone 7, so far, basement wall infiltration
Crack closure system construction is completed.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all it is of the invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.
Claims (9)
1. a kind of basement wall infiltration crack plugging system, including wall（1）, the wall（1）On have infiltration crack（2）,
It is characterized in that：The wall（1）Back side on, infiltration crack（2）Correspondence position be provided with groove（3）, the groove
（3）Interior being horizontally disposed with has the derived aqueduct that will be seeped water in wall（4）, the aqueduct（4）One end be against internal infiltration and split
Seam（2）On, and by filling in groove（3）The first floor crack plugged zone of bottom（6）The fixation with wall is realized, in first floor crack
Plugged zone（6）Outside part body be when being provided with water guide be the valve of closed mode after the completion of opening, water guide（5）,
The groove（3）Interior, first floor crack plugged zone（6）Peripheral hardware second layer crack plugged zone（7）, second layer crack plugged zone
（7）By the aqueduct after the completion of water guide（4）And valve（5）It is buried in groove（3）Inside, by groove（3）Fill and lead up；The second layer
Crack plugged zone（7）It is laid with waterproof layer outward（8）.
2. a kind of basement wall infiltration crack plugging system as claimed in claim 1, it is characterised in that：The groove（3）
Depth is not more than wall（1）The 1/2 of thickness.
3. a kind of basement wall infiltration crack plugging system as claimed in claim 1, it is characterised in that：The first floor crack
Plugged zone（6）With second layer crack plugged zone（7）By epoxy resin mortar, cement mortar, pitch ointment or high molecule sealing materials point
Lamination is smeared and formed.
4. a kind of basement wall infiltration crack plugging system as claimed in claim 2, it is characterised in that：The waterproof layer
（8）Formed by cement group water-proofing material brushing or pasted by waterproof roll and form.
5. a kind of basement wall infiltration crack plugging system as claimed in claim 1, it is characterised in that：The groove（3）
It is V-shaped groove or dovetail groove.
6. a kind of basement wall infiltration crack plugging system as claimed in claim 1, it is characterised in that：The aqueduct
（4）It is along groove（3）The spaced row aqueduct of bearing of trend.
7. a kind of basement wall as described in claim 1 ~ 6 any one seeps water the construction method of crack plugging system, its
It is characterised by, comprises the following steps：
Step one, prepares before construction：Check and determine infiltration crack（2）Position, and carry out mark；
Step 2, sets groove（3）：Using impact drill to wall（1）The infiltration crack of back side（2）Carry out drilling treatment, shape
Forming V-shape or trapezoidal groove（3）, and rinse groove with clear water（3）；
Step 3, crack of seeping water（2）Water guide treatment：In groove（3）Bottom is installed with infiltration crack in inside（2）Connect and with valve
Door（5）Aqueduct（4）, and in groove（3）It is close that bottom layering pressure smears epoxy resin mortar, cement mortar, pitch ointment or macromolecule
Closure material forms first floor crack plugged zone（6）, by aqueduct（4）Inside is fixed on wall（1）On, valve（5）Exposed to the first floor
Crack plugged zone（6）Outside；
Step 4, crack of seeping water（2）Water guide treatment：Open valve（5）To infiltration crack（2）Guide infiltration；
Step 5, truncates aqueduct（4）：After water is drained, valve is closed（5）, truncate aqueduct（4）To the mouth of pipe without departing from groove
（3）Mouthful；
Step 6, secondary repairing：In first floor crack plugged zone（6）Outside layering pressure smears epoxy resin mortar, cement mortar, pitch ointment
Or high molecule sealing materials, form second layer crack plugged zone（7）, second layer crack plugged zone（7）Leading after by truncation
Water pipe（4）With the valve after closing（5）It is buried in groove（3）Inside, and by groove（3）Fill and lead up；
Step 7, lays waterproof layer（8）：In second layer crack plugged zone（7）Waterproof layer is laid in outside（8）, so far, basement wall
Body infiltration crack closure system construction is completed.
8. a kind of basement wall as claimed in claim 7 seeps water the construction method of crack plugging system, it is characterised in that：Institute
The impact drilling angle is stated for 45 °.
9. a kind of basement wall as claimed in claim 8 seeps water the construction method of crack plugging system, it is characterised in that：Institute
State aqueduct（4）On valve（5）At the position of body 1/2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611198697.3A CN106759842A (en) | 2016-12-22 | 2016-12-22 | Basement wall seepage crack plugging system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611198697.3A CN106759842A (en) | 2016-12-22 | 2016-12-22 | Basement wall seepage crack plugging system and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759842A true CN106759842A (en) | 2017-05-31 |
Family
ID=58899487
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611198697.3A Pending CN106759842A (en) | 2016-12-22 | 2016-12-22 | Basement wall seepage crack plugging system and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759842A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149945A (en) * | 2018-01-16 | 2018-06-12 | 江苏中森建筑设计有限公司 | A kind of quick crack repairing structure of easy construction and its construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100943296B1 (en) * | 2009-07-13 | 2010-02-23 | 동화기영 주식회사 | Method for preventing concrete wall from seepage by using inorganic permeable waterproofing composite |
| CN201475590U (en) * | 2009-07-15 | 2010-05-19 | 中建三局第一建设工程有限责任公司 | Plugging tool |
| CN102635123A (en) * | 2012-05-09 | 2012-08-15 | 南通海洲建设集团有限公司 | Leaking stoppage priming device for deformation joint |
| CN202730973U (en) * | 2012-09-05 | 2013-02-13 | 中建七局第二建筑有限公司 | Concrete outer wall bolt hole leakproof structure |
| CN203487558U (en) * | 2013-09-23 | 2014-03-19 | 浙江华东建设工程有限公司 | Structural joint surface seepage water guiding and drainage structure |
| CN206279618U (en) * | 2016-12-22 | 2017-06-27 | 中国建筑第二工程局有限公司 | Basement wall seepage crack plugging system |
-
2016
- 2016-12-22 CN CN201611198697.3A patent/CN106759842A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100943296B1 (en) * | 2009-07-13 | 2010-02-23 | 동화기영 주식회사 | Method for preventing concrete wall from seepage by using inorganic permeable waterproofing composite |
| CN201475590U (en) * | 2009-07-15 | 2010-05-19 | 中建三局第一建设工程有限责任公司 | Plugging tool |
| CN102635123A (en) * | 2012-05-09 | 2012-08-15 | 南通海洲建设集团有限公司 | Leaking stoppage priming device for deformation joint |
| CN202730973U (en) * | 2012-09-05 | 2013-02-13 | 中建七局第二建筑有限公司 | Concrete outer wall bolt hole leakproof structure |
| CN203487558U (en) * | 2013-09-23 | 2014-03-19 | 浙江华东建设工程有限公司 | Structural joint surface seepage water guiding and drainage structure |
| CN206279618U (en) * | 2016-12-22 | 2017-06-27 | 中国建筑第二工程局有限公司 | Basement wall seepage crack plugging system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149945A (en) * | 2018-01-16 | 2018-06-12 | 江苏中森建筑设计有限公司 | A kind of quick crack repairing structure of easy construction and its construction method |
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Application publication date: 20170531 |
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