CN106088364A - A kind of Novel underground room antiseep attachment structure and construction method thereof - Google Patents
A kind of Novel underground room antiseep attachment structure and construction method thereof Download PDFInfo
- Publication number
- CN106088364A CN106088364A CN201610587886.3A CN201610587886A CN106088364A CN 106088364 A CN106088364 A CN 106088364A CN 201610587886 A CN201610587886 A CN 201610587886A CN 106088364 A CN106088364 A CN 106088364A
- Authority
- CN
- China
- Prior art keywords
- slip casting
- shaped plate
- gap
- antiseep
- steel
- 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.)
- Granted
Links
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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6806—Waterstops
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- 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
Abstract
The invention discloses a kind of Novel underground room antiseep attachment structure and construction method thereof, it includes reinforced concrete structure, bottom, gap is provided with polyurethane foam packed layer, top is provided with waterproof cement mortar and repairs top layer, at gap, top is provided with v-shaped plate, and v-shaped plate both sides are equipped with horizontal edge fit, and the both sides of v-shaped plate are fixed on adjacent two reinforced concrete structures by expansion bolt by horizontal edge fit, v-shaped plate top is provided with slip casting steel mouth, and creep injection slurry injects in leak stopping space.The present invention carries out temporary leaking water by polyurethane slurry and forms certain inspectable space seepage body, then folding shape steel plate is withheld at body structure surface, creep slip casting glue is injected in the inspectable space that steel plate and above-mentioned polyurethane are formed, this kind of slip casting glue never solidifies, even if also the performance of strong bond and creep the purpose of sealing can be reached by its good extension property and with other material in the case of humidity, its construction work is simple, is suitable to popularization and application.
Description
Technical field
The invention belongs to technical field of building construction, be specifically related to a kind of Novel underground room antiseep attachment structure and execute
Work method.
Background technology
, easily there is seepage in expansion joint between body of wall or other gaps, affects its quality.
The leak stopping used at present directly uses cement mortar etc., but of long duration, new crack easily occurs.
Summary of the invention
For the above-mentioned problems in the prior art, it is an object of the invention to provide a kind of Novel underground room antiseep
Attachment structure and construction method thereof.
Described a kind of Novel underground room antiseep attachment structure, including reinforced concrete structure, it is characterised in that adjacent
Being divided into upper and lower two parts at gap between two reinforced concrete structures, bottom is provided with polyurethane foam packed layer, and top sets
Being provided with waterproof cement mortar and repair top layer, polyurethane foam packed layer is repaired top layer with waterproof cement mortar and is connected, at gap
Top is provided with v-shaped plate, and v-shaped plate both sides are equipped with horizontal edge fit, and expansion bolt passes through horizontal edge fit by the both sides of v-shaped plate
Being fixed on adjacent two reinforced concrete structures, v-shaped plate top is provided with one group of slip casting steel mouth arranged side by side, and creep injection slurry leads to
Cross slip casting steel mouth to inject in the leak stopping space formed between v-shaped plate and waterproof cement mortar repairing top layer.
Described a kind of Novel underground room antiseep attachment structure, it is characterised in that the horizontal edge fit of described v-shaped plate with
Rubber strip it is provided with between reinforced concrete structure.
Described a kind of Novel underground room antiseep attachment structure, it is characterised in that the width of rubber strip is 100mm.
Described a kind of Novel underground room antiseep attachment structure, it is characterised in that waterproof cement mortar repairs top layer by being coated with
The brush waterproof cement mortar on two limits, reinforced concrete structure gap and polyurethane foam packed layer obtains the knot of falling isosceles trapezoid
Structure, its thickness is 50-100mm.
Described a kind of Novel underground room antiseep attachment structure, it is characterised in that the opening of v-shaped plate is more than slit aperture
Width.
The construction method of described a kind of Novel underground room antiseep attachment structure, it is characterised in that include preparation of construction,
Interim precipitation or sealing, repair cleaning basic unit, crimping steel formability, patch water stop rubber pad, and concrete structure is punched, and withholds steel plate, close
Envelope processes, and fills sealing slip casting steel mouth, slip casting, checks seepage, secondary grouting；Inspect for acceptance and incrustation.
The construction method of described a kind of Novel underground room antiseep attachment structure, it is characterised in that specifically include following step
Rapid:
1) preparation of construction
It is familiar with construction drawing, surveys job site, work out construction plan, work out construction technical schemes, prepare construction material, facility
Deng.
2) interim precipitation or sealing
By drain by the open fire carrying-off at gap, inject E-107 type polyurethane grout material and carry out interim sealing or precipitation；
3) cleaning basic unit is repaired
Repairing the concrete in the 300mm of both sides, gap, it is ensured that flat smooth, steel plate is withheld rear without microgroove, no-sundries in gap,
Inject polyurethane grout material in bottom, gap and form polyurethane foam packed layer at both sides, gap, top, gap concrete wall outer surface
Surpass rheological characteristic Thief zone epoxy resin by injection S601 type to strengthen, form waterproof cement mortar and repair top layer；
4) crimping steel formability, patch water stop rubber pad
Galvanized steel plain sheet or corrosion resistant plate crimping are become band v-shaped structure, obtains v-shaped plate, on the horizontal edge fit that v-shaped plate two is surveyed
Punching, the one side withheld at v-shaped plate and rubber strip connect all-purpose adhesive on one side brush the most simultaneously, by rubber when all-purpose adhesive is tack-free
Bar is pasted onto on the v-shaped plate brushing all-purpose adhesive, and firmly densification is real, standby；
5) punch in the concrete structure of reinforced concrete structure
Measured the accurate location in hole on the horizontal edge fit of step 4), centered by concrete stretches gap to both sides equidistant unwrapping wire, do
Good labelling, the concrete structure correspondence position at reinforced concrete structure punches, it is ensured that hole is the most accurate
6) steel plate, encapsulation process are withheld
The v-shaped plate of step 4) is withheld on the flexible sealing having openning hole, the v-shaped plate of rubber strip will be posted with expansion bolt
Being fixed on reinforced concrete structure, v-shaped plate and waterproof cement mortar are repaired and are formed leak stopping space between top layer；
7) dress sealing slip casting steel mouth, slip casting
Being welded at the V-shaped groove of v-shaped plate by slip casting steel mouth, slip casting steel mouth upper end connects slip casting machine steel mouth, and first pressure testing is ventilated, after
The leak stopping space obtaining step 6) carries out slip casting, injects creep slip casting glue, keeps constant voltage slip casting, during to second steel mouth pulp
Constant voltage one minute again, Grouting Pipe of backing off, grouting nozzle is blocked up tight with flax silk and plug, note on each slip casting steel mouth the most in order
Slurry, thus arrives last slip casting steel mouth, constant voltage three minutes；
8) seepage, secondary grouting are checked
Due to during slip casting may local have air not empty, the creep of serosity and trickling can produce breakthrough, away from
Secondary grouting on the slip casting steel mouth that the seepage point in gap is nearest；
9) inspect for acceptance and incrustation
Observe 8-15 days ne-leakage posteriority and harvest work, and with PVC or aluminum-pinch, flexible gap is carried out decoration process.
The construction method of described a kind of Novel underground room antiseep attachment structure, it is characterised in that the bolt in step 6)
When in hole, injecting structure glue prevents from pressurizeing, slurry flows out in hole, and v-shaped plate limit mouth fluid sealant is obturaged, it is ensured that during grouting under pressure
Do not reveal slurry.
The construction method of described a kind of Novel underground room antiseep attachment structure, it is characterised in that gap width be 30～
40mm, the minimum 150mm of distance of polyurethane foam packed layer distance slit aperture.
The construction method of described a kind of Novel underground room antiseep attachment structure, it is characterised in that the concrete knot in step 5)
The degree of depth of punching on structure is 120-150mm.
By using above-mentioned technology, compared with prior art, beneficial effects of the present invention is as follows:
The present invention carries out temporary leaking water by polyurethane slurry and forms certain inspectable space, then at structural table seepage body
Folding shape steel plate is withheld in face, injects creep slip casting glue in the inspectable space that steel plate and above-mentioned polyurethane are formed, and this kind of slip casting glue is forever
Do not solidify, even if by its good extension property and also can strong bond and creep in the case of humidity with other material
Performance reaches the purpose of sealing, and its construction work is simple, is suitable to popularization and application.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
In figure: 1-waterproof cement mortar repairs top layer, 2-reinforced concrete structure, 3-rubber strip, 4-expansion bolt, and 5-blocks up
Blank, 6-V shape steel plate, 7-slip casting steel mouth, 8-polyurethane foam packed layer.
Detailed description of the invention
Below in conjunction with Figure of description, the invention will be further described, but protection scope of the present invention is not limited in
This:
As it is shown in figure 1, a kind of Novel underground room antiseep attachment structure of the present invention, including reinforced concrete structure 2, adjacent two
Being divided into upper and lower two parts at gap between individual reinforced concrete structure 2, bottom is provided with polyurethane foam packed layer 8, and top sets
Being provided with waterproof cement mortar and repair top layer 1, waterproof cement mortar repairs top layer 1 by brushing at two reinforced concrete structures 2
The waterproof cement mortar of limit, gap and polyurethane foam packed layer 8 obtains down isosceles trapezoidal structure, and its thickness is 50-100mm, seam
At gap, top is provided with v-shaped plate 6, and v-shaped plate 6 both sides are equipped with horizontal edge fit, and expansion bolt 4 passes through horizontal edge fit by V-arrangement steel
The both sides of plate 6 are fixed on adjacent two reinforced concrete structures 2, and v-shaped plate 6 top is provided with one group of slip casting steel mouth 7 arranged side by side,
Creep injection slurry injects v-shaped plate 6 by slip casting steel mouth 7 and the leak stopping space 5 formed between top layer 1 repaired by waterproof cement mortar
In.
In order to improve antiseep effect, the present invention by the horizontal edge fit of described v-shaped plate 6 and reinforced concrete structure 2 it
Between be provided with rubber strip 3, the width of rubber strip 3 is 100mm, and slit aperture, more than the width of slit aperture, is blocked up by the opening of v-shaped plate 6
Jail, prevents water from penetrating into from gap.
The construction method of the Novel underground room antiseep attachment structure of the present invention, including preparation of construction → interim precipitation or only
Water → repairing cleaning basic unit → crimping steel formability, patch water stop rubber pad → perforating → withhold steel plate, encapsulation process → dress sealing
Slip casting steel mouth → pressure testing ventilation → constant voltage slip casting → inspection seepage → secondary grouting → → incrustation of inspecting for acceptance；Concrete steps
As follows:
1) preparation of construction
It is familiar with construction drawing, surveys job site, work out construction plan, work out construction technical schemes；Prepare construction material, machine
Tool, labour force etc.；
2) interim precipitation or sealing
In the case of general water slop failure, water percolating capacity is bigger, and after basement periphery backfills, level of ground water rises, for ease of executing
Work typically carries out interim sealing or precipitation by injection E-107 type polyurethane grout material, it is also possible to by drain temporarily by bright
Water carrying-off, repairs cleaning basic unit for next step and lays a solid foundation；
3) cleaning basic unit is repaired
Concrete in the 300mm of both sides, gap is repaired by a, it is ensured that flat smooth, steel plate withhold after without microgroove, in gap in bury
No-sundries；
B as in buried deeply or damaged completely, the cleaning degree of depth is 150mm, it is ensured that stitch wide 30～40mm, and exceed width uses
High grade mortar is repaired to reduce expense, and electric pick too small to width is opened and induced body of wall；
C crosses in gap depths (more than 150mm) and injects E-107 type polyurethane grout material, forms sealing by its foaming and forms one
Determine inspectable space；
Both sides, d gap concrete wall outer surface surpasses rheological characteristic Thief zone epoxy resin by injection S601 type and strengthens, on the one hand
On the other hand concrete is strengthened, guarantees impervious to reach design standard.
4) crimping steel formability, patch water stop rubber pad
A is by 400mm width (can be adjusted according to engineering practice) 3mm thickness galvanized steel plain sheet (the available corrosion resistant plate of condition license
More preferably) crimping becomes the stand-by plate of band V-arrangement, the hole of the Ф 20 beating spacing 180mm outside steel plate away from 50mm that finds range at steel plate two；
5mm thickness rubber slab is cut into the wide rubber strip of 100mm by b；
One side and the one side of rubber strip that c withholds at steel plate brush all-purpose adhesive simultaneously, are pasted onto by rubber strip when glue is tack-free
Brush on the steel plate of all-purpose adhesive, and firmly densification is real；
5) punch in concrete structure
Measured the accurate location of steel plate hole, centered by concrete expansion joint to both sides equidistant unwrapping wire, carry out labelling, the punching degree of depth is
About 130mm, it is ensured that hole is the most accurate；
6) steel plate, encapsulation process are withheld
The steel plate fastener of band V-shaped groove is pressed onto on the expansion joint having openning hole, lengthens expansion bolt with No. 14 and will post the steel of rubber blanket
Plate is withheld firmly, and when in bolt hole, injecting structure glue prevents from pressurizeing, slurry flows out in hole.Steel plate limit mouth fluid sealant is obturaged, really
Slurry is not revealed when protecting grouting under pressure；
7) dress sealing slip casting steel mouth, slip casting
By the steel mouth of 40mm length with being welded at the V-shaped groove of galvanized steel plain sheet, connect slip casting machine steel mouth, first pressure testing ventilation, after carry out
Slip casting, injects Z102 type movement joint special creep slip casting glue, keeps constant voltage slip casting, to constant voltage one point again during second steel mouth pulp
Clock, Grouting Pipe of backing off, grouting nozzle is blocked up tight with flax silk and plug.Slip casting on each grouting nozzle the most in order, thus arrives
Later steel mouth, constant voltage three minutes；
8) seepage, secondary grouting are checked
Owing to slip casting is to be injected in the cavity between steel plate and concrete wall by Z102 type movement joint special creep slip casting glue, pressure
Being not required to too big, air may be had not empty in local during slip casting, the creep of serosity and trickling may also have breakthrough,
After upon examination it is found that on the steel plate steel mouth nearest away from seepage point secondary grouting.It is full of creep glue in finally guaranteeing cavity, passes through
The leak stopping at the strong bond of all sites of creep glue and the material such as concrete, steel plate, is never solidified the performance with creep and reaches by it
Purpose to permanent leak stopping；
9) inspect for acceptance, incrustation
By i.e. checking and accepting completion after the observation ne-leakage of a period of time.With other ornament materials pair such as PVC or aluminum-pinch after completing
Flexible gap carries out decoration process.
Claims (10)
1. a Novel underground room antiseep attachment structure, including reinforced concrete structure (2), it is characterised in that adjacent two steel
Being divided into upper and lower two parts at gap between tendon concrete structure (2), bottom is provided with polyurethane foam packed layer (8), and top sets
Being provided with waterproof cement mortar and repair top layer (1), polyurethane foam packed layer (8) and waterproof cement mortar repair top layer (1) even
Connecing, at gap, top is provided with v-shaped plate (6), and v-shaped plate (6) both sides are equipped with horizontal edge fit, and expansion bolt (4) passes through level
The both sides of v-shaped plate (6) are fixed on adjacent two reinforced concrete structures (2) by edge fit, and v-shaped plate (6) top is provided with one
Organizing slip casting steel mouth (7) arranged side by side, creep injection slurry injects v-shaped plate (6) by slip casting steel mouth (7) and repairs with waterproof cement mortar
In the leak stopping space (5) formed between top layer (1).
A kind of Novel underground room the most according to claim 1 antiseep attachment structure, it is characterised in that described v-shaped plate
(6) it is provided with rubber strip (3) between horizontal edge fit and reinforced concrete structure (2).
A kind of Novel underground room the most according to claim 2 antiseep attachment structure, it is characterised in that the width of rubber strip (3)
Degree is 100mm.
A kind of Novel underground room the most according to claim 1 antiseep attachment structure, it is characterised in that waterproof cement mortar
Repair top layer (1) by brushing at two reinforced concrete structure (2) limits, gap and the waterproof cement of polyurethane foam packed layer (8)
Mortar obtains down isosceles trapezoidal structure, and its thickness is 50-100mm.
A kind of Novel underground room the most according to claim 4 antiseep attachment structure, it is characterised in that v-shaped plate (6)
Opening is more than the width of slit aperture.
6. a construction method for a kind of Novel underground room according to claim 1 antiseep attachment structure, its feature exists
In including preparation of construction, interim precipitation or sealing, repair cleaning basic unit, crimping steel formability, patch water stop rubber pad, concrete structure is beaten
Hole, withholds steel plate, encapsulation process, fills sealing slip casting steel mouth, slip casting, checks seepage, secondary grouting；Inspect for acceptance and surface dress
Decorations.
The construction method of a kind of Novel underground room the most according to claim 6 antiseep attachment structure, it is characterised in that tool
Body comprises the steps:
1) preparation of construction
It is familiar with construction drawing, surveys job site, work out construction plan, work out construction technical schemes, prepare construction material, facility
Deng.
2) interim precipitation or sealing
By drain by the open fire carrying-off at gap, inject E-107 type polyurethane grout material and carry out interim sealing or precipitation；
3) cleaning basic unit is repaired
Repairing the concrete in the 300mm of both sides, gap, it is ensured that flat smooth, steel plate is withheld rear without microgroove, no-sundries in gap,
Inject polyurethane grout material in bottom, gap and form polyurethane foam packed layer (8), outside the concrete wall of both sides, gap, top, gap
Surface surpasses rheological characteristic Thief zone epoxy resin by injection S601 type and strengthens, and forms waterproof cement mortar and repairs top layer (1)；
4) crimping steel formability, patch water stop rubber pad
Galvanized steel plain sheet or corrosion resistant plate crimping are become band v-shaped structure, obtains v-shaped plate (6), in the level that v-shaped plate (6) two is surveyed
Punching on edge fit, the one side withheld at v-shaped plate (6) and rubber strip (3) connect the one side upper all-purpose adhesive of brush the most simultaneously, treat that all-purpose adhesive is not
During viscous hands, rubber strip (3) is pasted onto on the v-shaped plate (6) brushing all-purpose adhesive, and firmly densification is real, standby；
5) punch in the concrete structure of reinforced concrete structure (2)
Measured the accurate location in hole on the horizontal edge fit of step 4), centered by concrete stretches gap to both sides equidistant unwrapping wire, do
Good labelling, the concrete structure correspondence position at reinforced concrete structure (2) punches, it is ensured that hole is the most accurate
6) steel plate, encapsulation process are withheld
The v-shaped plate (6) of step 4) is withheld on the flexible sealing having openning hole, rubber strip (3) will be posted with expansion bolt (4)
V-shaped plate (6) be fixed on reinforced concrete structure (2), v-shaped plate (6) and waterproof cement mortar are repaired between top layer (1)
Form leak stopping space (5)；
7) dress sealing slip casting steel mouth, slip casting
Being welded at the V-shaped groove of v-shaped plate (6) by slip casting steel mouth (7), slip casting steel mouth (7) upper end connects slip casting machine steel mouth, first tries
Pressure ventilation, after leak stopping space (5) that step 6) is obtained carry out slip casting, inject creep slip casting glue, keep constant voltage slip casting, to second
Constant voltage one minute again during individual steel mouth pulp, Grouting Pipe of backing off, with flax silk and plug by stifled for grouting nozzle tight, the most in order at each
The upper slip casting of slip casting steel mouth (7), thus arrives last slip casting steel mouth (7), constant voltage three minutes；
8) seepage, secondary grouting are checked
Due to during slip casting may local have air not empty, the creep of serosity and trickling can produce breakthrough, away from
Secondary grouting is gone up in slip casting steel mouth (7) that the seepage point in gap is nearest；
9) inspect for acceptance and incrustation
Observe 8-15 days ne-leakage posteriority and harvest work, and with PVC or aluminum-pinch, flexible gap is carried out decoration process.
The construction method of a kind of Novel underground room the most according to claim 7 antiseep attachment structure, it is characterised in that step
Rapid 6) when in the bolt hole in, injecting structure glue prevents from pressurizeing, slurry flows out in hole, v-shaped plate (6) limit mouth sealant sealing
Sternly, it is ensured that during grouting under pressure, do not reveal slurry.
The construction method of a kind of Novel underground room the most according to claim 7 antiseep attachment structure, it is characterised in that seam
Gap length degree is 30～40mm, the minimum 150mm of distance of polyurethane foam packed layer (8) distance slit aperture.
The construction method of a kind of Novel underground room the most according to claim 7 antiseep attachment structure, it is characterised in that step
Rapid 5) degree of depth of punching in the concrete structure in is 120-150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610587886.3A CN106088364B (en) | 2016-07-25 | 2016-07-25 | A kind of basement antiseep connection structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610587886.3A CN106088364B (en) | 2016-07-25 | 2016-07-25 | A kind of basement antiseep connection structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106088364A true CN106088364A (en) | 2016-11-09 |
| CN106088364B CN106088364B (en) | 2019-01-25 |
Family
ID=57448976
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610587886.3A Active CN106088364B (en) | 2016-07-25 | 2016-07-25 | A kind of basement antiseep connection structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088364B (en) |
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836133A (en) * | 2017-03-31 | 2017-06-13 | 长江勘测规划设计研究有限责任公司 | Structure and construction method are repaired in a kind of concrete slab extruding destruction |
| CN107100204A (en) * | 2017-05-06 | 2017-08-29 | 歌山建设集团有限公司 | A kind of husky device of antiseepage and its application method |
| CN107313464A (en) * | 2017-07-10 | 2017-11-03 | 江苏鼎达建筑新技术有限公司 | A kind of movement joint is combined leak stopping sealing system and its construction method |
| CN107938720A (en) * | 2017-11-22 | 2018-04-20 | 中建三局第二建设工程有限责任公司 | A kind of basement bottom board water seepage treatment device and construction method |
| CN108086492A (en) * | 2016-11-23 | 2018-05-29 | 北京中联天盛建材有限公司 | A kind of sealing blocking method and waterproof wall body structure |
| CN108755776A (en) * | 2018-07-06 | 2018-11-06 | 中国建筑第六工程局有限公司 | A kind of underground structure bottom plate leak Integrated Processing Unit and its processing method |
| CN109736457A (en) * | 2019-02-25 | 2019-05-10 | 中国葛洲坝集团第一工程有限公司 | A kind of double-faced waterproofing structure and processing method for pond pond body construction joint seepage treatment |
| CN110055847A (en) * | 2019-05-09 | 2019-07-26 | 钱野 | A kind of rule presplitting stress compensation prevention and treatment asphalt surface course overlay reflection crack construction technology |
| CN110145038A (en) * | 2019-04-25 | 2019-08-20 | 江苏工程职业技术学院 | A kind of slip casing by pressure sealing waterproof coiled material construction technique |
| CN110344602A (en) * | 2019-06-14 | 2019-10-18 | 河海大学 | Grouting device and grouting method suitable for slip casting armored concrete pull-out test |
| CN110607921A (en) * | 2019-09-23 | 2019-12-24 | 周伟 | Automatic repairing leakage stoppage treatment method and waterproof leakage stoppage structure |
| CN111606608A (en) * | 2020-05-09 | 2020-09-01 | 中铁十四局集团大盾构工程有限公司 | Rubber particle anti-seismic synchronous grouting material |
| CN112878724A (en) * | 2021-01-14 | 2021-06-01 | 杭州临安排水有限公司 | Novel anti-seepage treatment method |
| CN113090057A (en) * | 2021-03-12 | 2021-07-09 | 满洲里达赉湖热电有限公司 | Corrosion prevention and repair method for leakage of water tower |
| CN113279490A (en) * | 2021-04-02 | 2021-08-20 | 中国十七冶集团有限公司 | Leakage plugging structure for post-cast strip of basement floor of civil air defense and construction method thereof |
| CN113294008A (en) * | 2021-05-29 | 2021-08-24 | 重庆海发工程项目管理咨询有限公司 | Building crack repairing method |
| CN113339008A (en) * | 2021-06-17 | 2021-09-03 | 中铁建大桥工程局集团第六工程有限公司 | Method for installing subway deformation joint water-stopping steel plate with rear side plugging on back surface |
| CN114059795A (en) * | 2021-12-27 | 2022-02-18 | 叶亮亮 | Novel hole waterproof and leaking stoppage process |
| CN116516969A (en) * | 2023-03-30 | 2023-08-01 | 青岛诚通建筑工程有限公司 | Plugging method for underground concrete |
| CN117569644A (en) * | 2024-01-17 | 2024-02-20 | 中国电建集团西北勘测设计研究院有限公司 | Glue injection mold and glue injection method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0716189A1 (en) * | 1994-12-07 | 1996-06-12 | Shigeo Nagahama | A cut-off water process for a concrete underground structure |
| CN103015538A (en) * | 2011-09-22 | 2013-04-03 | 江苏鼎达建筑新技术有限公司 | Leakage prevention device and leakage treatment method for concrete structure deformation joint |
| CN105297782A (en) * | 2015-11-19 | 2016-02-03 | 东南大学 | Underground concrete structure expansion joint treatment structure and construction method thereof |
| CN205875426U (en) * | 2016-07-25 | 2017-01-11 | 浙江万达建设集团有限公司 | Novel basement antiseep connection structure |
-
2016
- 2016-07-25 CN CN201610587886.3A patent/CN106088364B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0716189A1 (en) * | 1994-12-07 | 1996-06-12 | Shigeo Nagahama | A cut-off water process for a concrete underground structure |
| CN103015538A (en) * | 2011-09-22 | 2013-04-03 | 江苏鼎达建筑新技术有限公司 | Leakage prevention device and leakage treatment method for concrete structure deformation joint |
| CN105297782A (en) * | 2015-11-19 | 2016-02-03 | 东南大学 | Underground concrete structure expansion joint treatment structure and construction method thereof |
| CN205875426U (en) * | 2016-07-25 | 2017-01-11 | 浙江万达建设集团有限公司 | Novel basement antiseep connection structure |
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086492A (en) * | 2016-11-23 | 2018-05-29 | 北京中联天盛建材有限公司 | A kind of sealing blocking method and waterproof wall body structure |
| CN106836133A (en) * | 2017-03-31 | 2017-06-13 | 长江勘测规划设计研究有限责任公司 | Structure and construction method are repaired in a kind of concrete slab extruding destruction |
| CN107100204A (en) * | 2017-05-06 | 2017-08-29 | 歌山建设集团有限公司 | A kind of husky device of antiseepage and its application method |
| CN107313464A (en) * | 2017-07-10 | 2017-11-03 | 江苏鼎达建筑新技术有限公司 | A kind of movement joint is combined leak stopping sealing system and its construction method |
| CN107938720A (en) * | 2017-11-22 | 2018-04-20 | 中建三局第二建设工程有限责任公司 | A kind of basement bottom board water seepage treatment device and construction method |
| CN108755776A (en) * | 2018-07-06 | 2018-11-06 | 中国建筑第六工程局有限公司 | A kind of underground structure bottom plate leak Integrated Processing Unit and its processing method |
| CN109736457A (en) * | 2019-02-25 | 2019-05-10 | 中国葛洲坝集团第一工程有限公司 | A kind of double-faced waterproofing structure and processing method for pond pond body construction joint seepage treatment |
| CN110145038A (en) * | 2019-04-25 | 2019-08-20 | 江苏工程职业技术学院 | A kind of slip casing by pressure sealing waterproof coiled material construction technique |
| CN110055847A (en) * | 2019-05-09 | 2019-07-26 | 钱野 | A kind of rule presplitting stress compensation prevention and treatment asphalt surface course overlay reflection crack construction technology |
| CN110344602A (en) * | 2019-06-14 | 2019-10-18 | 河海大学 | Grouting device and grouting method suitable for slip casting armored concrete pull-out test |
| CN110607921A (en) * | 2019-09-23 | 2019-12-24 | 周伟 | Automatic repairing leakage stoppage treatment method and waterproof leakage stoppage structure |
| CN111606608A (en) * | 2020-05-09 | 2020-09-01 | 中铁十四局集团大盾构工程有限公司 | Rubber particle anti-seismic synchronous grouting material |
| CN112878724A (en) * | 2021-01-14 | 2021-06-01 | 杭州临安排水有限公司 | Novel anti-seepage treatment method |
| CN113090057A (en) * | 2021-03-12 | 2021-07-09 | 满洲里达赉湖热电有限公司 | Corrosion prevention and repair method for leakage of water tower |
| CN113279490A (en) * | 2021-04-02 | 2021-08-20 | 中国十七冶集团有限公司 | Leakage plugging structure for post-cast strip of basement floor of civil air defense and construction method thereof |
| CN113294008A (en) * | 2021-05-29 | 2021-08-24 | 重庆海发工程项目管理咨询有限公司 | Building crack repairing method |
| CN113339008A (en) * | 2021-06-17 | 2021-09-03 | 中铁建大桥工程局集团第六工程有限公司 | Method for installing subway deformation joint water-stopping steel plate with rear side plugging on back surface |
| CN114059795A (en) * | 2021-12-27 | 2022-02-18 | 叶亮亮 | Novel hole waterproof and leaking stoppage process |
| CN116516969A (en) * | 2023-03-30 | 2023-08-01 | 青岛诚通建筑工程有限公司 | Plugging method for underground concrete |
| CN116516969B (en) * | 2023-03-30 | 2023-12-01 | 青岛诚通建筑工程有限公司 | Plugging method for underground concrete |
| CN117569644A (en) * | 2024-01-17 | 2024-02-20 | 中国电建集团西北勘测设计研究院有限公司 | Glue injection mold and glue injection method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106088364B (en) | 2019-01-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088364A (en) | A kind of Novel underground room antiseep attachment structure and construction method thereof | |
| CN104594387B (en) | Improved post-cast strip advance water stop construction method | |
| CN202788022U (en) | Wall crack combined type repair structure | |
| CN102817382B (en) | The repairerment construction method of basement deformation joint seepage | |
| CN110617083A (en) | Real-time intelligent monitoring and alarming construction method for tunnel lining concrete compactness | |
| CN102758456B (en) | Construction method of basement waterproofing projects | |
| CN106193499B (en) | Anchoring and supporting structure of composite heat-insulation integrated plate and process method | |
| CN103669292A (en) | Concrete joint water stop structure and construction method thereof | |
| CN205557856U (en) | Leakage structure is prevented at building expansion joint | |
| CN106988440B (en) | Waterproof structure for main body and auxiliary interface of subway station and construction method of waterproof structure | |
| CN211037072U (en) | Piping lane bottom plate waterproof construction | |
| JP2014526623A (en) | Convex / concave molded waterproof panel for waterproofing having protrusions that are vacant inside and waterproof construction method using the same | |
| CN110629800A (en) | Deformation joint treatment method and deformation joint waterproof structure | |
| CN106801517A (en) | A kind of schoolhouse surface consolidation of Prefabricated porous plate brick mixed structure strengthens method | |
| CN108442412A (en) | Deformation joint seepage waterproof construction method | |
| CN107165290A (en) | Basement bottom board prespreading Macromolecular self-adhesive membrane waterproof roll non-bituminous base construction | |
| CN105862928A (en) | Post-cast strip outer wall in-advance water stopping treatment structure and construction process thereof | |
| CN107524174A (en) | A kind of diaphragm wall I-shaped steel joint provided with water expandable waterstop | |
| CN205875426U (en) | Novel basement antiseep connection structure | |
| CN105780940B (en) | building expansion joint anti-leakage structure | |
| CN110541431A (en) | waterproof structure of pipe gallery and construction method thereof | |
| CN110748741A (en) | Leakage repairing method for house drain pipe | |
| CN114482135A (en) | Advanced water stop structure of basement exterior wall post-cast strip and construction method | |
| CN207959289U (en) | Structure is repaired in a kind of leak for basement post-pouring zone position | |
| CN106567554A (en) | Reinforcing construction method of masonry structural building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |