CN209099797U - A kind of lossless reparation structure of building basement foig - Google Patents
A kind of lossless reparation structure of building basement foig Download PDFInfo
- Publication number
- CN209099797U CN209099797U CN201821398640.2U CN201821398640U CN209099797U CN 209099797 U CN209099797 U CN 209099797U CN 201821398640 U CN201821398640 U CN 201821398640U CN 209099797 U CN209099797 U CN 209099797U
- Authority
- CN
- China
- Prior art keywords
- crack
- modified epoxy
- panel
- water
- thief zone
- 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.)
- Active
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Revetment (AREA)
Abstract
The lossless reparation structure of a kind of building basement foig provided by the utility model, the lossless reparation structure in crack includes top plate, and the top plate is equipped with crack；The top plate includes the panel that meets water, plate body and backwater panel being successively arranged from top to bottom；The panel outer surface smoother that meets water；The crack extends from panel outer surface is met water to plate body direction, is embedded in plate body；The panel outer surface that meets water has crack water inlet；The crack is equipped with the groove body that endokinetic fissure water inlet extends downwardly；The groove body forms notch towards a side opening of the panel outer surface that meets water；Thief zone modified epoxy grouting liquid is perfused by high-pressure slip-casting pipe in the notch, and the Thief zone modified epoxy grouting liquid extends downward into crack along groove body inner wall, forms Thief zone modified epoxy hybrid layer after cured.The structure is realized on the basis of not damaging board face structure and administers crack-leakage water, while playing prevents new crack from occurring, and the regulation effect for preventing existing crack from continuing expansion, extending.
Description
Technical field
The utility model design building waterproof field, in particular to a kind of lossless reparation knot of building basement foig
Structure.
Background technique
In general, building estimates the thickness of the quantity of reinforcement of basement roof, mixed mud label and plate in design in advance
Deficiency causes with factors such as the differential settlements of the load and ground that in use process, bear in plate face in building building
Occur a large amount of fine cracks on basement roof；It is infused currently, mostly being drilled for the administration way in this crack with crack plate face
Based on slurry, and this administration way has fatal damage to the board face structure that originally can't bear the heavy load；It can only also play simultaneously temporarily
When prevent the effect of crack-leakage, to crack below continue to occur, existing crack continues to expand and extend without prevention and treatment energy
Power.
Utility model content
The purpose of the utility model is to overcome the defect of the prior art, provide a kind of building basement foig without
Damage repairs structure, which realizes on the basis of not damaging board face structure and administer crack-leakage water, while playing and prevent from newly splitting
Seam occurs, and the regulation effect for preventing existing crack from continuing expansion, extending, and better solves basement roof crack bring one
Series of problems.
The utility model solves the scheme that above-mentioned technical problem uses are as follows: a kind of building basement foig is lossless to be repaired
Complex structure, the lossless reparation structure in crack includes top plate, and the top plate has several cracks；The top plate includes from upper
The panel that meets water, plate body and the backwater panel set gradually under and；
The panel outer surface smoother that meets water；The crack extends from panel outer surface is met water to plate body direction, is embedded in
In plate body；The crack inner wall is Irregular Boundary Surface；
The panel outer surface that meets water has crack water inlet；The crack is equipped with what endokinetic fissure water inlet extended downwardly
Groove body；
The groove body forms notch towards a side opening of the panel outer surface that meets water；
High-pressure slip-casting pipe is embedded in several described cracks；
Preferably, the high-pressure slip-casting pipe nozzle is aligned with notch or nozzle is located at below notch.
Modified epoxy hybrid layer is filled in the crack；Coating successively applies be applied to from bottom to up at the notch
The multi-layered acrylic dope layer of waterproof.
Thief zone modified epoxy grouting liquid, the Thief zone modified epoxy is perfused by high-pressure slip-casting pipe in the notch
Resin grouting liquid extends downward into crack from notch along groove body inner wall, and cured rear formation is bonded hypertonic with crack inner wall
Saturating modified epoxy hybrid layer；
Specifically, the groove body cuts to be formed along crack water inlet by the cutting sheet of minitype cutting machine；
Preferably, the width of rebate of the groove body is the width of cutting sheet, and groove depth is 2~30mm.
The groove body is V-groove, and the groove body inner wall is smooth inclined-plane；
Preferably, the V-groove width of rebate is 20mm, groove depth 10mm.
Preferably, the angle of the tangent line of the groove body inner wall and crack inner wall is 120 °~160 °.
Preferably, the Thief zone modified epoxy hybrid layer has viscosity, and the Thief zone modified epoxy is embedding
It closes layer and crack inner wall is seamless applying.
Preferably, the shape of the Thief zone modified epoxy hybrid layer is consistent with fracture shape.
Preferably, the junction of the crack water inlet and the panel that meets water is equipped with Thief zone modified epoxy articulamentum.
It is connect specifically, being equipped with Thief zone modified epoxy with the junction for the panel that meets water in the crack water inlet
Layer can avoid extraneous water from extending through the gap between panel and crack water inlet that meets water, be further ensured that
Its waterproof effect.
The utility model has the beneficial effects that
The lossless Thief zone repaired structure and use Thief zone modified epoxy grouting liquid in crack provided by the utility model
Property and high viscosity, be perfused into crack, make it be bonded to form Thief zone modified epoxy hybrid layer with crack；By splitting
It sews up mouth of a river chisel and sets V-groove body, so that slurries is better and more comprehensively entered among crack, using its high osmosis, infiltrate into plate
In all fine cracks of body, it is formed by curing Thief zone modified epoxy hybrid layer；The structure is simple to operation, and cost is relatively low, energy
It solves the problems, such as that crack is seeped water in root, and is effectively prevented leak again, and do not damage board face structure.
Detailed description of the invention
Fig. 1 is the lossless structural schematic diagram for repairing structure in the crack of the utility model；
Fig. 2 is the lossless top view for repairing structure in the crack of the utility model.
Specific embodiment
Specific embodiment of the present utility model is described further with reference to the accompanying drawing.
As shown in figs. 1 and 2, the lossless reparation structure of a kind of building basement foig, the lossless reparation knot in crack
Structure includes top plate 1, and the top plate 1 has crack 2；The top plate includes the meet water panel 11, plate set gradually from top to bottom
Body 12 and backwater panel 13；
11 outer surface smoother of panel that meets water；The crack 2 extends from 11 appearance of panel is met water towards 12 direction of plate body,
It is embedded in plate body 12；2 inner wall of crack is Irregular Boundary Surface；
11 outer surface of panel that meets water is equipped with crack water inlet 21；It is downward that the crack 2 is equipped with endokinetic fissure water inlet 21
The V-groove body 22 of extension；
The V-groove body 22 forms notch towards a side opening of 11 outer surface of panel that meets water；It is buried in several described cracks
Equipped with high-pressure slip-casting pipe (not shown go out)；Modified epoxy hybrid layer 3 is filled in the crack 2；It is applied at the notch
The multi-layered acrylic dope layer 23 for being applied to waterproof is successively applied from bottom to up；
Thief zone modified epoxy grouting liquid 3 is perfused by high-pressure slip-casting pipe in the notch 221, and the Thief zone is modified
Epoxy resin grouting liquid 3 extends downward into crack 2 from notch along 22 inner wall of V-groove body, is formed and crack inner wall after cured
The Thief zone modified epoxy hybrid layer 3 that face paste is closed；The V-groove body enters water along crack by the cutting sheet of minitype cutting machine
It cuts and is formed at mouthful；The width of rebate of the groove body is the width of cutting sheet, and wall surface is smooth inclined-plane in the V-groove body；
The V-groove width of rebate is 20mm, groove depth 10mm.
The angle of the tangent line of the groove body inner wall and crack inner wall is 145 °.
The Thief zone modified epoxy hybrid layer have viscosity, the Thief zone modified epoxy hybrid layer with split
It is seamless applying to stitch inner wall.The shape of the Thief zone modified epoxy hybrid layer is consistent with fracture shape.
The junction of the crack water inlet and the panel that meets water is equipped with Thief zone modified epoxy articulamentum 24.Institute
It states crack water inlet and the junction for the panel that meets water is equipped with Thief zone modified epoxy articulamentum, extraneous water can be avoided
By meeting water, the gap between panel and crack water inlet extends, and is further ensured that its waterproof effect.
The lossless Thief zone repaired structure and use Thief zone modified epoxy grouting liquid in crack provided by the utility model
Property and high viscosity, be perfused into crack, make it be bonded to form Thief zone modified epoxy hybrid layer with crack；By splitting
It sews up mouth of a river chisel and sets V-groove body, so that slurries is better and more comprehensively entered among crack, using its high osmosis, infiltrate into plate
In all fine cracks of body, it is formed by curing Thief zone modified epoxy hybrid layer；The structure is simple to operation, and cost is relatively low, energy
It solves the problems, such as that crack is seeped water in root, and is effectively prevented leak again, and do not damage board face structure.
According to the disclosure and teachings of the above specification, the utility model those skilled in the art can also be to above-mentioned reality
The mode of applying is changed and is modified.Therefore, the utility model is not limited to specific embodiment disclosed and described above, right
Some modifications and changes of utility model should also be as falling into the protection scope of the claims of the present utility model.In addition, although
It is used some specific terms in this specification, these terms are merely for convenience of description, not to the utility model structure
At any restrictions.
Claims (7)
1. a kind of lossless reparation structure of building basement foig, it is characterised in that: the lossless reparation structure packet in crack
Top plate is included, the top plate there are several cracks；The top plate include the panel that meets water set gradually from top to bottom, plate body with
And backwater panel；
The panel outer surface smoother that meets water；The crack extends from panel outer surface is met water to plate body direction, is embedded in plate body
In；The crack inner wall is Irregular Boundary Surface；
The panel outer surface that meets water has crack water inlet；The crack is equipped with the slot that endokinetic fissure water inlet extends downwardly
Body；
The groove body forms notch towards a side opening of the panel outer surface that meets water；
High-pressure slip-casting pipe is embedded in several described cracks；Modified epoxy hybrid layer is filled in the crack；It is described
Coating successively applies the multi-layered acrylic dope layer for being applied to waterproof from bottom to up at notch；
The junction of the crack water inlet and the panel that meets water is equipped with Thief zone modified epoxy articulamentum；
The width of rebate of the groove body is the width of cutting sheet, and groove depth is 2~30mm.
2. the lossless reparation structure in crack according to claim 1, it is characterised in that: the groove body is V-groove, the groove body
Inner wall is smooth inclined-plane.
3. the lossless reparation structure in crack according to claim 2, it is characterised in that: the V-groove width of rebate is 20mm,
Groove depth is 10mm.
4. the lossless reparation structure in crack according to claim 2, it is characterised in that: the groove body inner wall and crack inner wall
The angle of the tangent line in face is 120 °~160 °.
5. the lossless reparation structure in crack according to claim 1, it is characterised in that: the Thief zone modified epoxy is embedding
Closing layer has viscosity, and the Thief zone modified epoxy hybrid layer and crack inner wall are seamless applying.
6. the lossless reparation structure in crack according to claim 1, it is characterised in that: the Thief zone modified epoxy is embedding
The shape for closing layer is consistent with fracture shape.
7. the lossless reparation structure in crack according to claim 1, it is characterised in that: the high-pressure slip-casting pipe nozzle and notch
Alignment or nozzle are located at below notch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821398640.2U CN209099797U (en) | 2018-08-28 | 2018-08-28 | A kind of lossless reparation structure of building basement foig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821398640.2U CN209099797U (en) | 2018-08-28 | 2018-08-28 | A kind of lossless reparation structure of building basement foig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209099797U true CN209099797U (en) | 2019-07-12 |
Family
ID=67151557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821398640.2U Active CN209099797U (en) | 2018-08-28 | 2018-08-28 | A kind of lossless reparation structure of building basement foig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209099797U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982517A (en) * | 2021-02-04 | 2021-06-18 | 同济大学 | Three-electrode system for electrodeposition repair of water seepage crack of underground structure and repair method |
-
2018
- 2018-08-28 CN CN201821398640.2U patent/CN209099797U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982517A (en) * | 2021-02-04 | 2021-06-18 | 同济大学 | Three-electrode system for electrodeposition repair of water seepage crack of underground structure and repair method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107387123B (en) | The construction method of pressure grouting leak stopping is carried out for shield duct piece piece leakage phenomenon | |
| CN108517899A (en) | Mouth high-pressure grouting leak stopping processing method is buried in the leakage drilling of deep basal pit diaphram wall | |
| CN102926770A (en) | Underground draining and grouting process in thin bedrock and thick loose sand layer rich water areas | |
| CN102561412A (en) | Reinforcement method for fiber reinforced composite plastic and concrete | |
| CN110306600B (en) | Underground engineering deformation joint leakage stopping structure and method thereof | |
| CN104404844A (en) | Method for repairing and reinforcing open joint of filling layer of slab ballastless track | |
| CN207597428U (en) | Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane | |
| CN107859064A (en) | A kind of prefabricated piping lane is connected waterproof construction and construction method with cast-in-place piping lane | |
| CN107476149B (en) | A kind of non-excavation type ballastless track mortar leafing seams seam processing method | |
| CN205558920U (en) | Fissured repair structure of last lining cutting of tunnel wall | |
| CN107448008A (en) | A kind of construction technology that Durable Water Repellant is reproduced using minimally invasive method | |
| CN206143827U (en) | Underground works crack repairing structure | |
| CN103046513A (en) | Method for coating and sealing fracture of bed rock in uncovered heavy consolidation grouting | |
| CN108868182A (en) | A kind of concrete structure longitudinal crack method for repairing and mending | |
| CN209099797U (en) | A kind of lossless reparation structure of building basement foig | |
| CN205422815U (en) | Big flood underground mine tunnel waterwall | |
| CN107217987A (en) | Colliery flood administers well boring method | |
| CN106284999A (en) | Assembled architecture haydite concrete batten of internal partition mounting process | |
| CN105839940B (en) | A kind of enhanced reinforced structure of wall body slit of epoxy resin slurry | |
| CN208009375U (en) | A kind of armored concrete Stoplog gate water-retaining structure | |
| CN109235668A (en) | Residential building curtain wall and wall crack plugging structure | |
| CN107514150A (en) | A kind of construction technology of utilization space displacement method reconstruction Durable Water Repellant | |
| CN105714739B (en) | Preventing secondary cracking process of repairing in fluting method seepage treatment | |
| CN202788739U (en) | High pressure water inrush point non-pressure plugging structure | |
| CN204282229U (en) | Hole injecting glue reinforced structure is drawn in a kind of prestressing force prefabricated case beam crack |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |