CN101864778B - Method for leaking stoppage of external wall of underground structure - Google Patents
Method for leaking stoppage of external wall of underground structure Download PDFInfo
- Publication number
- CN101864778B CN101864778B CN2010102156694A CN201010215669A CN101864778B CN 101864778 B CN101864778 B CN 101864778B CN 2010102156694 A CN2010102156694 A CN 2010102156694A CN 201010215669 A CN201010215669 A CN 201010215669A CN 101864778 B CN101864778 B CN 101864778B
- Authority
- CN
- China
- Prior art keywords
- grouting pipe
- underground structure
- wall
- underground
- grouting
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 230000000903 blocking Effects 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000002002 slurry Substances 0.000 claims abstract description 9
- 239000004568 cement Substances 0.000 claims abstract description 8
- 238000007569 slipcasting Methods 0.000 claims description 15
- 238000004078 waterproofing Methods 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 4
- 238000007667 floating Methods 0.000 claims description 3
- NTHWMYGWWRZVTN-UHFFFAOYSA-N Sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 235000019353 potassium silicate Nutrition 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 6
- 238000005553 drilling Methods 0.000 abstract description 5
- 239000000126 substance Substances 0.000 abstract description 4
- 239000003673 groundwater Substances 0.000 abstract description 3
- 210000001503 Joints Anatomy 0.000 abstract 2
- 238000007789 sealing Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 125000003700 epoxy group Chemical group 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
Abstract
The invention discloses a method for leaking stoppage of an external wall of an underground structure, which comprises the following steps: (1) drilling the external wall of the underground structure; (2) embedding a grouting pipe; (3) grouting; and (4) cutting the grouting pipe, and repairing the hole. The method adopts a path opposite to the ground water seepage path, and the cement slurry is filled in the gap on the back of the wall, thereby realizing the purpose of stopping water. The active leaking stoppage outside the side wall of the underground structure is achieved through drilling the external wall of the underground structure, embedding the grouting pipe, filling the seepage crack with the cement slurry and blocking the water flow channel. Therefore, the method has a wide scope of application, and can be used for seepage treatment of cracks caused for different reasons. The construction is simple, the scope of one-time treatment is large, and the cost of the method is lower than the method of leaking stoppage through chemical grouting. Moreover, no grouting of crack slots is needed for leaking stoppage, thereby reducing the damage to the concrete appearance; and simultaneously, the effect of leaking stoppage is good, and no repeated leakage can occur. Therefore, the method can be widely applied in leaking stoppage of construction joints, expansion holes, settlement joints, temperature shrinkage cracks and other cracks.
Description
Technical field
The present invention relates to the realm of building construction, the leak stopping of all slits such as particularly a kind of underground structure constuction joint, telescopic hole, settlement joint, temperature shrinkage crack is handled.
Background technology
At present, after the outer wall of underground structure construction was accomplished, concrete generally can shrink to some extent, thereby caused exterior wall and waterproofing course to break away from, and formed the space; In addition, when the exterior wall surface out-of-flatness, when leaving certain gap between waterproofing course and the exterior wall, in the work progress, waterproofing course has destruction, and underground water can be along waterproofing course seepage flow.The space has water to fill between exterior wall and waterproofing course and the space enclosing structure, and when exterior wall surface had through crack, seepage can appear in exterior wall; Influence the presentation quality of building, the intensity and the durability of structure; Influence is normal to be used, and generally all will handle the crack, and the crack of seepage is particularly arranged.At present the crack method for repairing and mending that produces generally is divided into two kinds: 1, the epoxy mortar method is smeared on the surface, and this method plugging effect is poor but also occur seepage once more easily, and 2, chemical grouting fills Sealing Method; Though this method plugging effect is good; But cost is higher, and when grouting, need after the raggle of crack, carry out grouting for water plugging again; Concrete appearance damages big, thereby is difficult to conform to quality requirements.
Summary of the invention
In order to overcome the deficiency of prior art, the present invention provides a kind of easy construction, cost is low, plugging effect is good outer wall of underground structure blocking method.
The present invention solves the problems of the technologies described above the technical scheme that is adopted:
A kind of blocking method of outer wall of underground structure, its method step is following:
(1): to the boring of underground structure outer: near the constuction joint of structure outer or the bigger place of leakage point hole;
(2): bury Grouting Pipe underground: bury Grouting Pipe underground in the hole of step 1);
(3): slip casting: adopt neat slurry) from step 2 in Grouting Pipe, carry out slip casting successively, grouting pressure is controlled at 0.5～1.0Mpa, when pouring into or adjacent Grouting Pipe when flowing out mud, stops slip casting;
(4): the cutting Grouting Pipe, repair in the aperture: behind the structure outer leakproof, with the Grouting Pipe excision, with the floating aperture of cement mortar, accomplish consistent with the side wall appearance color, the assurance presentation quality.
The invention has the beneficial effects as follows: this method adopts the opposite path of seepage action of ground water, with cement paste infilled wall back of the body space, reaches the purpose of sealing.Through drilling the agent structure exterior wall, bury Grouting Pipe underground, fill the infiltration crack with cement paste, intercept water stream channel, play the outer initiatively effect of leak stopping of underground structure side wall.This method compliance is wider, can carry out seepage treatment to the crack that different reasons cause; And construction is simple, and the scope of single treatment is big, and cost is lower than chemical grouting leak stopping; And need not be along the crack raggle grouting for water plugging, concrete appearance damages few; Simultaneously, plugging effect is good, be difficult for repeatedly, thereby the leak stopping that can be widely used in all slits such as underground structure constuction joint, telescopic hole, settlement joint, temperature shrinkage crack is handled.
The specific embodiment
A kind of blocking method of outer wall of underground structure, its method step is following:
(1): underground structure outer is holed: hole in constuction joint or the bigger place of leakage point at structure outer;
Described aperture is: 50～70mm, pitch of holes is: 15～30m.The size of pore size, pitch of holes can adjust as the case may be, when described structure outer medial surface has waterproofing course, does not drill waterproofing course; The distance of said boring and base plate (floor) is 0.5～1.5m, thereby is convenient to drilling operation, when the distance of boring and base plate exceeds 0.5～1.5m, must set up operating platform.
(2): bury Grouting Pipe underground: bury Grouting Pipe underground in the hole of step 1);
Diameter 20～the 30mm of said Grouting Pipe, Grouting Pipe is given prominence to the about 300～500mm of exterior wall; Said Grouting Pipe adopts the leak stopping spirit to be blocked in the space between sealed tube and boring, and it is fixing to guarantee that Grouting Pipe connects; In addition, carry out slip casting for ease, can add valve on the said Grouting Pipe.
(3): slip casting: adopt neat slurry) from step 2 in Grouting Pipe, carry out slip casting successively, grouting pressure is controlled at 0.5～1.0Mpa, when pouring into or adjacent Grouting Pipe when flowing out mud, stops slip casting;
The water of said neat slurry and the weight ratio of cement are: 0.3～1.0, preferably 0.4～0.6; In the time will controlling range of grouting or slip casting total amount, can in neat slurry, mix water glass; After slip casting finishes, when finding that also structure outer has seepage, can carry out repeating step 1) carry out the secondary after-teeming to the operation of step 3).Can be during slip casting according to plugging effect, the basement number of plies is carried out staged and layered slip casting.
(4): the cutting Grouting Pipe, repair in the aperture: behind the structure outer leakproof, with the Grouting Pipe excision, with the floating aperture of cement mortar, cement mortar is joined through examination, accomplish consistent with the side wall appearance color, the assurance presentation quality.
This method adopts the opposite path of seepage action of ground water, with cement paste infilled wall back of the body space, reaches the purpose of sealing.Through drilling the agent structure exterior wall, bury Grouting Pipe underground, fill the infiltration crack with cement paste, intercept water stream channel, play the outer initiatively effect of leak stopping of underground structure side wall.This method compliance is wider, can carry out seepage treatment to the crack that different reasons cause; And construction is simple, and the scope of single treatment is big, and cost is lower than chemical grouting leak stopping; And need not be along the crack raggle grouting for water plugging, concrete appearance damages few; Simultaneously, plugging effect is good, be difficult for repeatedly, thereby the leak stopping that can be widely used in all slits such as underground structure constuction joint, telescopic hole, settlement joint, temperature shrinkage crack is handled.
Claims (8)
1. the blocking method of an outer wall of underground structure, it is characterized in that: this method step is following:
(1): underground structure outer is holed: hole in constuction joint or the bigger place of leakage point at structure outer;
(2): bury Grouting Pipe underground: bury Grouting Pipe underground in the hole of step 1);
(3): slip casting: carry out slip casting in the Grouting Pipe that adopts neat slurry in step (2), to bury underground successively; The water of said neat slurry and the weight ratio of cement are 0.3:1.0; Grouting pressure is controlled at 0.5～1.0Mpa, when pouring into or adjacent Grouting Pipe when flowing out mud, stops slip casting;
(4): the cutting Grouting Pipe, repair in the aperture: behind the structure outer leakproof, with the Grouting Pipe excision, with the floating aperture of cement mortar, accomplish consistent with the side wall appearance color, the assurance presentation quality.
2. the blocking method of a kind of outer wall of underground structure according to claim 1, it is characterized in that: the described aperture of step 1) is: 50～70mm, pitch of holes is: 15～30m.
3. according to the blocking method of the described a kind of outer wall of underground structure of claim l, it is characterized in that: when the described structure outer medial surface of step 1) has waterproofing course, do not drill waterproofing course.
4. the blocking method of a kind of outer wall of underground structure according to claim 1, it is characterized in that: the distance of said boring of step 1) and base plate is 0.5～1.5m.
5. the blocking method of a kind of outer wall of underground structure according to claim 1 is characterized in that: step 2) said Grouting Pipe adopts the leak stopping spirit to be blocked in the space between Grouting Pipe and boring, guarantees that Grouting Pipe connects to fix.
6. the training leakage method of a kind of outer wall of underground structure according to claim 1 is characterized in that: step 2) add valve on the said Grouting Pipe.
7. according to the blocking method of the described a kind of outer wall of underground structure of claim l, it is characterized in that: mix water glass in the step 3) neat slurry.
8. the blocking method of a kind of outer wall of underground structure according to claim 1 is characterized in that: after the said slip casting of step 3) finishes, when finding that also structure outer has seepage, carry out repeating step 1) carry out the secondary after-teeming to the operation of step 3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102156694A CN101864778B (en) | 2010-06-30 | 2010-06-30 | Method for leaking stoppage of external wall of underground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102156694A CN101864778B (en) | 2010-06-30 | 2010-06-30 | Method for leaking stoppage of external wall of underground structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101864778A CN101864778A (en) | 2010-10-20 |
| CN101864778B true CN101864778B (en) | 2012-11-07 |
Family
ID=42956690
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102156694A Expired - Fee Related CN101864778B (en) | 2010-06-30 | 2010-06-30 | Method for leaking stoppage of external wall of underground structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101864778B (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102002950B (en) * | 2010-11-11 | 2012-04-04 | 东南大学 | Liquid division slip casting reinforcing method for subsurface structure construction joints |
| CN102561720B (en) * | 2012-02-17 | 2014-12-10 | 葛洲坝集团试验检测有限公司 | Plugging and leakage-stopping method under flowing water condition |
| CN105369833A (en) * | 2015-10-15 | 2016-03-02 | 昆明风行防水材料有限公司 | Grouting maintenance construction method for basement roof leakage |
| CN105350556A (en) * | 2015-11-10 | 2016-02-24 | 中交一航局第四工程有限公司 | New material underground structure leakage stoppage construction technology |
| CN105525631B (en) * | 2015-11-20 | 2018-08-31 | 中国建筑第四工程局有限公司 | A kind of blocking method and structure for processing base plate water burst hole |
| CN106337449A (en) * | 2016-09-30 | 2017-01-18 | 绍兴上虞美林建设工程有限公司 | Crack repairing structure for underground engineering and construction method of crack repairing structure |
| CN110777860A (en) * | 2019-11-04 | 2020-02-11 | 中铁十二局集团第二工程有限公司 | Method for grouting and plugging back of side wall leakage water of subway station |
| CN111119992B (en) * | 2020-02-25 | 2021-01-29 | 中煤科工集团西安研究院有限公司 | Method for determining drilling parameters of drainage water of coal seam roof |
| CN111809670A (en) * | 2020-07-21 | 2020-10-23 | 四川童燊防水工程有限公司 | Leaking stoppage grouting and reinforcing construction method for basement exterior wall construction joint |
| CN111809606A (en) * | 2020-07-21 | 2020-10-23 | 四川童燊防水工程有限公司 | Basement exterior wall leaking stoppage grouting and reinforcing construction method |
| CN111809669A (en) * | 2020-07-21 | 2020-10-23 | 四川童燊防水工程有限公司 | Basement post-cast strip leaking stoppage grouting and reinforcing construction method |
| CN111809607A (en) * | 2020-07-21 | 2020-10-23 | 四川童燊防水工程有限公司 | Basement tower crane foundation pit leaking stoppage grouting and reinforcing construction method |
| CN112900490A (en) * | 2021-01-23 | 2021-06-04 | 北京隧盾市政建设有限公司 | Deformation joint grouting and leaking stoppage subway structure water leakage treatment method |
| CN112878367A (en) * | 2021-01-23 | 2021-06-01 | 北京隧盾市政建设有限公司 | Method for treating water leakage of construction joint and crack of subway main structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1064522A (en) * | 1991-02-26 | 1992-09-16 | 煤炭科学研究总院合肥研究所 | Strengthening plugging method for drilling and cementing on damaged wall of well |
| CN1243923C (en) * | 2002-08-26 | 2006-03-01 | 上海科鸣建筑工程技术有限公司 | Underground reinforced concrete pipiline joint waterproofing leaking stoppage repairing method |
| CN1982541A (en) * | 2005-12-14 | 2007-06-20 | 李应芝 | Underground channel of hydroelectric station and cavity group waterproofing and leakage-stopping construction |
| CN101545320A (en) * | 2008-03-25 | 2009-09-30 | 宝山钢铁股份有限公司 | Method for compensation and anti-permeation of temperature difference cracks of ground concrete high-temperature pool |
-
2010
- 2010-06-30 CN CN2010102156694A patent/CN101864778B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1064522A (en) * | 1991-02-26 | 1992-09-16 | 煤炭科学研究总院合肥研究所 | Strengthening plugging method for drilling and cementing on damaged wall of well |
| CN1243923C (en) * | 2002-08-26 | 2006-03-01 | 上海科鸣建筑工程技术有限公司 | Underground reinforced concrete pipiline joint waterproofing leaking stoppage repairing method |
| CN1982541A (en) * | 2005-12-14 | 2007-06-20 | 李应芝 | Underground channel of hydroelectric station and cavity group waterproofing and leakage-stopping construction |
| CN101545320A (en) * | 2008-03-25 | 2009-09-30 | 宝山钢铁股份有限公司 | Method for compensation and anti-permeation of temperature difference cracks of ground concrete high-temperature pool |
Non-Patent Citations (1)
| Title |
|---|
| 刘晔.地下防水混凝土结构渗漏的原因与治理方法.《山西建筑》.2008,第34卷(第09期), * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101864778A (en) | 2010-10-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101864778B (en) | Method for leaking stoppage of external wall of underground structure | |
| CN108517899A (en) | Mouth high-pressure grouting leak stopping processing method is buried in the leakage drilling of deep basal pit diaphram wall | |
| CN207739264U (en) | A kind of Grouting Pipe | |
| CN104594914A (en) | Coal mine tunnel broken surrounding rock layering grouting technology and method | |
| CN104003673B (en) | A kind of underground installation rigid-flexible composite waterproofing and leakage-stopping emulsion | |
| CN105442861A (en) | Method for restoring water leakage air face of toilet drainage pipeline | |
| CN207959289U (en) | Structure is repaired in a kind of leak for basement post-pouring zone position | |
| CN109629845A (en) | Concrete structure seam areas leakage treatment device and its construction method | |
| CN104712145B (en) | In a kind of it is buried can slip casting waterstop grouting method | |
| CN201704688U (en) | Double sleeve for cast-in-situ bored pile capable of isolating pile-earth contact | |
| CN201424658Y (en) | Water leakage detection of underground continuous wall groove seams and block repair device | |
| CN108360542A (en) | Waterproof between piles curtain combination stake side sleeve valve barrel grouting water stop construction method | |
| CN110409476B (en) | Method for treating water leakage of side wall of ultra-deep foundation pit support structure | |
| CN108166993A (en) | A kind of portable slip casting casing bit and application method suitable for grouting behind shaft or drift lining | |
| CN102535518B (en) | Plugging method of large seam of underground diaphragm wall | |
| CN113445529B (en) | Seepage-proofing method and structure for deep foundation pit retaining structure of subway station in water-rich karst area | |
| CN105781580A (en) | Tunnel crack repair method | |
| CN204419202U (en) | A kind of tunnel slot repair structure | |
| CN204691791U (en) | The waterproof construction of rectangular top pipe | |
| CN101979820B (en) | Process for sealing elevation drill hole water-stopping sleeves | |
| CN211874508U (en) | Plugging device and plugging structure used in subway tunnel invert lining repairing operation | |
| CN204199324U (en) | Connecting reinforcement cage i iron in construction of diaphragm wall | |
| CN209622218U (en) | Double spigot mouth RC pipejacking | |
| CN206941656U (en) | A kind of structure that injected hole is reserved using gas cell | |
| CN103774902A (en) | Seepage preventing and leakage stopping method for sewage plant aeration tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUANGDONG FOUNDATION ENGINEERING GROUP CO., LTD. Free format text: FORMER NAME: GUANGDONG PROV. FOUNDATION ENGINEERING CO. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 19-20, No. 510620, Tianhe Road, 99 Tianhe Road, Guangdong, Guangzhou Patentee after: Foundation Design Group Co., Ltd of Guangdong Province Address before: 19-20, No. 510620, Tianhe Road, 99 Tianhe Road, Guangdong, Guangzhou Patentee before: Guangdong Prov. Foundation Engineering Co. |
|
| 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: 20121107 Termination date: 20200630 |