CN108193784A - A kind of upper and lower conduit slot antiseep technique - Google Patents
A kind of upper and lower conduit slot antiseep technique Download PDFInfo
- Publication number
- CN108193784A CN108193784A CN201711472689.8A CN201711472689A CN108193784A CN 108193784 A CN108193784 A CN 108193784A CN 201711472689 A CN201711472689 A CN 201711472689A CN 108193784 A CN108193784 A CN 108193784A
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- CN
- China
- Prior art keywords
- tube seat
- technique
- antiseep
- wall
- lower conduit
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Classifications
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- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
Abstract
The present invention relates to interior decoration technique, particularly a kind of upper and lower conduit slot antiseep technique.Include the following steps：Step 1：Built-in pipe groove depth, width detection, it is ensured that depth and width are up to standard；Step 2：Dust is cleared up in tube seat, wettability processing；Step 3：Tube seat inner surface flatness is repaired, and forms filling-in layer；Step 4：After patching material drying, three times waterproof coatings of tube seat inner surface brushing；Step 5：Upper and lower conduit is installed.The present invention makes tube seat have water proof anti-seepage ability by carrying out flatness repairing, and brushing waterproof coating in tube seat inner surface, once Water pipe leaking occurs, water can flow downward along sink inner surface, not penetrate into wall nearby, wall is impacted, ensures that wall drying is not made moist.
Description
Technical field
The present invention relates to interior decoration technique, particularly a kind of upper and lower conduit slot antiseep technique.
Background technology
The building to come into operation now has considerable part there is quality problems, wherein reflect it is commonplace be interior to
Drainage system seepy question, water supply and sewerage pipeline leak Producing reason is varied, for example, 1, by tubing quality problems itself produce
Raw leakage, as occurred slight crack, pinprick, the deformation that two end of accessory occurs on tubing, silk mouth has inclined silk, fracture of wire, lousiness and lacks
Mouthful, component deterioration, sealing ring in each kind valve body are damaged, absent-mindedness, flashboard and valve body is crude and lock not on earth, valve rod deformation fractures
Deng；2nd, due to caused by installation personnel lack of skill or misoperation leakage, as galvanized pipe in mantle fiber interface fracture of wire or lack
Mouthful be more than silk mouth total length 10%, silk make a slip of the tongue pine or tension；Silk interface length is insufficient or twister raw material band, oakum are insufficient, no
It uniformly or on side connects excessive rotation and return, generation loosens and cause percolating water；In addition, between flange eccentric compression and leak,
Weld seam is not in place between welded pipe line or between pipe flange, causes to crack.
No matter the upper and lower conduit as caused by which kind of above reason leaks, and in addition to finding leakage cause, leakage cause is carried out
Repairing is replaced outside, it is also desirable in advance to carrying out certain precautionary measures to neighbouring wall leakage caused by Water pipe leaking possibility, i.e.,
It is required that upper and lower conduit slot has certain anti-leakage ability, it, will not be to the wall near water pipe even if localized seepage occurs for water pipe
More serious influence is caused, causes that wall is mouldy, decortication, indoor environment is moist.
In existing upper and lower conduit slot decoration construction, people do not cause enough open upper and lower conduit slot anti-leakage measure
Attention, in construction, tube seat depth is not controlled, is not detected, and causes tube seat depth excessively shallow, tube seat repair it is good installation water pipe after,
Water pipe protrudes surface of wall, unsightly, if water pipe generates leakage, directly leaks into the exterior wall of both sides, metope is caused to be sent out
Mould, production spot；Before water pipe is installed, does not make any water-proofing treatment to tube seat inner surface or processing is coarse, during use, because of tube seat
The dust of interior accumulation influences, and tube seat is caused to repair bisque cracking, and waterproof ability declines or disappears, and upper and lower conduit once leaks,
Then directly bring disaster to both sides and back side wall, cause wall make moist it is mouldy, even come off.
Invention content
For above deficiency, the present invention provides a kind of upper and lower conduit slot antiseep technique, after construction in upper and lower conduit slot
Surface forms anti-leakage waterproof layer, whole after long-time service to be securely effective against once Water pipe leaking occurs, and ensures that water pipe is attached
Nearly wall drying is not made moist.
The technical scheme is that：
A kind of upper and lower conduit slot antiseep technique, includes the following steps：
Step 1：Built-in pipe groove depth, width detection, it is ensured that depth and width are up to standard；
Step 2：Dust is cleared up in tube seat, wettability processing；
Step 3：Tube seat inner surface flatness is repaired, and forms filling-in layer；
Step 4：After patching material drying, three times waterproof coatings of tube seat inner surface brushing；
Step 5：Upper and lower conduit is installed.
Three times waterproof coating integral thickness of the step 4 are not less than 20mm.
The tube seat depth of the step 1 is more than water pipe outer diameter at least 40mm.
The tube seat width of the step 1 is more than water pipe outer diameter at least 50mm.
The water pipe outer surface of the step 5 is less than surface of wall 10mm.
The present invention makes tube seat have waterproof and resists by carrying out flatness repairing, and brushing waterproof coating in tube seat inner surface
Ability is oozed, once Water pipe leaking occurs, water can flow downward along sink inner surface, do not penetrate into wall nearby, wall is made
Into influence, ensure that wall drying is not made moist.
Description of the drawings
Fig. 1 is upper and lower conduit slot antiseep technique stereogram of the present invention；
Fig. 2 is upper and lower conduit slot antiseep technique cross sectional plan view of the present invention.
Specific embodiment
The technique effect of the design of the present invention, concrete structure and generation is described further below with reference to attached drawing, with
It is fully understood from the purpose of the present invention, feature and effect.
1st, base cleaning：Base cleans up, and must not have floating dust, sundries.
2nd, wall line setting：According to Hydroelectric Project Construction drawing, the position of tube seat 20 is popped up on the wall.
3rd, cutting fluting：After line setting is constructed, slotted using Portable electro-dynamic cutting machine to wall, size
And depth carries out as requested, must not excessively exert oneself when picking chisel, makes the oversized influence wall quality of fluting, cutting groove corner
When, manually coordinated with chisel and repaired, make notch slot bottom straight.Groove depth is not greater than 1/3 wall thickness, and wall thickness is less than or equal to
120mm's, it must not two-way split wire casing.20 direction of tube seat is preferably vertical or oblique, forbids to slot along horizontal direction.Fluting
Finishing will clean out in slot, and watering moistening, brush plain-water slurry articulamentum is together.
The upper and lower conduit slot antiseep technique of the present invention includes the following steps：
Step 1：Pre-buried 20 depth and width of tube seat detection, it is ensured that depth and width are up to standard；In order to ensure there is sufficient space brushing to prevent
Water coating 22 and installation upper and lower conduit 10 and the channel to flow downward is reserved for Water pipe leaking water, percolating water is avoided to overflow
Tube seat 20,20 width of tube seat and depth must meet following index：20 depth of tube seat is more than 10 diameter of water pipe at least 40mm；Tube seat 20
Width is more than 10 diameter of spool at least 50mm.
Step 2：Dust is cleared up in tube seat 20, wettability processing；With clear water to being cleaned in tube seat 20, it is ensured that inside is not
There must be dust debris etc.；Plastering the previous day fully soaks tube seat 20 again with water pipe tube seat 20 is irrigated when plastering within second day,
Be conducive to increase during rear road waterproof construction the cohesive force of patching material.
Step 3：20 inner surface flatness of tube seat is repaired, and forms filling-in layer 21；Inner wall surface is if any honeycomb and loose coagulation
Soil will pick, and be washed away totally with water, for other uneven, be smoothed out with 1: 3 cement mortar or with 1: 2 dry cement bonded sand
Slurry is twisted with the fingers real.
Step 4：After patching material drying, three times waterproof coatings 22 of tube seat inner surface brushing；In order to ensure waterproof effect, three
It is not less than 20mm all over 22 integral thickness of waterproof coating.
First, following steps brushing waterproof coating 22 is divided into for concrete walls：
1st, brush lean concrete grout：Match ratio is cement: water: dubbin=1: 0.8: 0.025（Weight ratio）, first by cement and water mix,
Then it adds dubbin to stir evenly, then uniform in substrate surface brushing with banister brush, smears bottom waterproof mortar immediately；
2nd, brush bedding mortar：With 1: 2.5 cement mortar, cement is added to weigh 3%~5% waterproof powder, the ratio of mud is 0.6~0.65, thick
It spends for 7~8cm.After first mixing waterproof powder and cement, sand thoroughly, mix is added water.Plastering operation, bottom ash are carried out after stirring evenly
Depth of plastering is 5~10 minutes, the broom hair before gray end solidification.When mortar will be with mixing with, mix and using mortar
Between no more than 60 minutes, forbid using overnight mortar；
3rd, brush lean concrete grout：After bottom ash has been smeared, room temperature was after 1 day, then brush lean concrete grout, coordinated when way and first layer phase
Together；
4th, float coat mortar：After swiped through element slurry, and then float coat, the same bedding mortar of match ratio, depth of plastering are left in 5~10mm
The right side is rubbed with the hands with wooden float before solidification and put down, with plasterer's trowel press polish；
5th, brush lean concrete grout：Together, match ratio is cement to 1 day brush lean concrete grout: water: dubbin=1: 1: 0.03 after face layer has been smeared
（Weight ratio）, way is identical with first layer.
2nd, following steps brushing waterproof coating 22 is divided into for brick wall：
1st, bedding mortar is smeared：Match ratio is cement: sand=1: 2.5, cement is added to weigh 3% waterproof powder.First one is scraped with plasterer's trowel is very thin
Then layer is put down, compacting surface and Shunping County with ash, raft on wooden float again, depth of plastering is 6~10mm or so；
2nd, lean concrete grout is smeared：Bottom has been smeared 1~2 day afterwards, and surface is watered and is moistened, then smears cement water-proof element slurry, and water mixing mud weighs 3%
Waterproof powder.First by cement and waterproof powder mix, then add in suitable quantity of water and stir evenly, smear one layer with plasterer's trowel is very thin, thickness
In 1mm or so；
3rd, float coat mortar：After having smeared lean concrete grout, and then float coat mortar, match ratio is identical with bedding mortar, first uses
Wooden float rub with the hands it is flat, after be compacted with plasterer's trowel, press polish, depth of plastering is between 6~8mm；
4th, brush lean concrete grout：After finish coat 1 day, brush lean concrete grout, match ratio is cement: water: dubbin=1: 1: 0.03（Weight
Amount ratio）, method is after first mixing cement and water thoroughly, adds in dubbin and is stirred for uniformly, is uniformly brushed face layer with fur brush
One time.
Step 5：Upper and lower conduit 10 is installed in tube seat 20, the middle part of water pipe 10 with clip uniform intervals, be fixed on tube seat
On 20 inner walls；10 both sides of water pipe are fixed with steel nail or first iron wire are fixed on steel nail, and steel nail then is fixed on wall
On, rebound must not be had, loosen by installing rear water pipe 10, and it is 10mm that outer surface, which should be less than surface of wall 30,.
The upper and lower conduit slot 20 of this programme is taken, entirety is secured, has anti-leakage ability, once Water pipe leaking, water occurs
It can flow downward along sink inner surface, not penetrate into wall nearby, wall is impacted, ensure that wall drying is not made moist.
Disclosed above is only the embodiment of the present invention, and still, the present invention is not limited to this, the technology of any this field
What personnel can think variation should all fall into protection scope of the present invention.
Claims (5)
1. a kind of upper and lower conduit slot antiseep technique, which is characterized in that include the following steps：
Step 1：Pre-buried tube seat（20）Depth and width detect, it is ensured that depth and width are up to standard；
Step 2：Tube seat（20）Interior dust cleaning, wettability processing；
Step 3：Tube seat（20）Inner surface flatness is repaired, and forms filling-in layer（21）；
Step 4：After patching material drying, tube seat（20）Three times waterproof coatings of inner surface brushing（22）；
Step 5：Upper and lower conduit is installed（10）.
2. tube seat antiseep technique up and down according to claim 1, which is characterized in that three times waterproofs of the step 4 apply
Layer（22）Integral thickness is not less than 20mm.
3. tube seat antiseep technique up and down according to claim 1, which is characterized in that the tube seat of the step 1（20）It is deep
Degree is more than water pipe（10）Outer diameter at least 40mm.
4. tube seat antiseep technique up and down according to claim 1, which is characterized in that the tube seat of the step 1（20）It is wide
Degree is more than water pipe（10）Outer diameter at least 50mm.
5. tube seat antiseep technique up and down according to claim 1, which is characterized in that the water pipe of the step 5（10）Outside
Surface is less than wall（30）Surface 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711472689.8A CN108193784A (en) | 2017-12-29 | 2017-12-29 | A kind of upper and lower conduit slot antiseep technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711472689.8A CN108193784A (en) | 2017-12-29 | 2017-12-29 | A kind of upper and lower conduit slot antiseep technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108193784A true CN108193784A (en) | 2018-06-22 |
Family
ID=62586402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711472689.8A Pending CN108193784A (en) | 2017-12-29 | 2017-12-29 | A kind of upper and lower conduit slot antiseep technique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108193784A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863598A (en) * | 2021-10-27 | 2021-12-31 | 中冶建工集团有限公司 | Anti-cracking plastering construction method for wall surface slotting |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988096A (en) * | 1995-09-22 | 1997-03-31 | Hiroyasu Ooka | Structure of drainage system of underground double wall |
| CN104235551A (en) * | 2014-08-08 | 2014-12-24 | 王立各 | Technology for maintaining water leakage part of building water pipe without removing floor tiles |
| CN104863218A (en) * | 2015-05-22 | 2015-08-26 | 中冶建工集团有限公司 | Toilet-entering mounting method for water supply pipe in toilet |
| CN206015976U (en) * | 2016-08-04 | 2017-03-15 | 江苏轻舟装饰工程有限公司 | A kind of heat insualting building curtain wall |
| CN106759961A (en) * | 2016-12-19 | 2017-05-31 | 天津大盛基业建设投资发展股份有限公司 | A kind of water proof exterior wall structure of building |
-
2017
- 2017-12-29 CN CN201711472689.8A patent/CN108193784A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988096A (en) * | 1995-09-22 | 1997-03-31 | Hiroyasu Ooka | Structure of drainage system of underground double wall |
| CN104235551A (en) * | 2014-08-08 | 2014-12-24 | 王立各 | Technology for maintaining water leakage part of building water pipe without removing floor tiles |
| CN104863218A (en) * | 2015-05-22 | 2015-08-26 | 中冶建工集团有限公司 | Toilet-entering mounting method for water supply pipe in toilet |
| CN206015976U (en) * | 2016-08-04 | 2017-03-15 | 江苏轻舟装饰工程有限公司 | A kind of heat insualting building curtain wall |
| CN106759961A (en) * | 2016-12-19 | 2017-05-31 | 天津大盛基业建设投资发展股份有限公司 | A kind of water proof exterior wall structure of building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863598A (en) * | 2021-10-27 | 2021-12-31 | 中冶建工集团有限公司 | Anti-cracking plastering construction method for wall surface slotting |
| CN113863598B (en) * | 2021-10-27 | 2022-09-09 | 中冶建工集团有限公司 | Anti-cracking plastering construction method for wall surface slotting |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180622 |
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| WD01 | Invention patent application deemed withdrawn after publication |