CN206128317U - A leak protection structure that is used for wall and ground joint portion - Google Patents
A leak protection structure that is used for wall and ground joint portion Download PDFInfo
- Publication number
- CN206128317U CN206128317U CN201621152402.4U CN201621152402U CN206128317U CN 206128317 U CN206128317 U CN 206128317U CN 201621152402 U CN201621152402 U CN 201621152402U CN 206128317 U CN206128317 U CN 206128317U
- Authority
- CN
- China
- Prior art keywords
- layer
- waterproof coating
- wall
- joint portion
- waterproof
- 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
- 239000010410 layer Substances 0.000 claims abstract description 45
- 238000010276 construction Methods 0.000 claims abstract description 19
- 239000011248 coating agent Substances 0.000 claims abstract description 18
- 238000000576 coating method Methods 0.000 claims abstract description 18
- 239000011247 coating layer Substances 0.000 claims abstract description 12
- 239000011230 binding agent Substances 0.000 claims description 14
- 239000011083 cement mortar Substances 0.000 claims description 4
- 229920002635 polyurethane Polymers 0.000 claims description 3
- 239000004814 polyurethane Substances 0.000 claims description 3
- 239000012779 reinforcing material Substances 0.000 claims description 2
- 238000010422 painting Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 3
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a leak protection structure that is used for wall and ground joint portion, it includes the ground structure layer, crossing horizontal wall body has in the horizontal plane at ground structure layer place, vertical wall body, horizontal wall body, vertical wall body is formed with the reentrant corner with the node on ground structure layer, put the C20 pea gravel concreten in the reentrant corner intussuseption and looked for the slope layer, look for slope layer upper berth to be equipped with waterproof coating additional layer in the C20 pea gravel concreten, be equipped with the waterproof coating layer on waterproof coating additional layer, be equipped with the anchor coat on the waterproof coating layer, the beneficial effects are that: the reentrant corner intussuseption is put the slope and is 20~30 C20 pea gravel concreten and looks for the slope layer, arranges waterproof coating additional layer and waterproof coating layer again on looking for the slope layer, and whole leak protection structural layer has effectively avoided wall body reentrant corner seam crossing the seepage to appear, compares with traditional waterproof construction layer, has advantages such as the wholeness is strong, water -proof effects is good.
Description
Technical field
This practicality is related to decorations field, specially a kind of leakage-proof structure for metope and ground joint portion.
Background technology
Leakage of building has become the second largest problem that construction quality is affected in addition to building structure, to building safety and building
Life-span, there is material impact, toilet structure and purposes to determine the complexity of its waterproof, when doing waterproof construction between conventional sanitation,
Generally need to realize by the composite construction that water-repellent paint, anti-cement mortar and waterproof brick are formed, but the moon that body of wall is formed with ground
Appoint at angle and there is seam, waterproof layer is easily impregnated, finally affects waterproof effect.
The content of the invention
For the problems referred to above, this practicality provides a kind of leakage-proof structure for metope and ground joint portion, its main skill
Art scheme is as follows：
For metope and the leakage-proof structure of ground joint portion, which includes earth construction layer, the level that earth construction layer is located
There is in face intersecting longitudinal wall, vertical body of wall, at the node of longitudinal wall, vertical body of wall and earth construction layer, the moon is formed with
C20 pea gravel concretens sloping layer (1) that the gradient is 20～30 ° is filled in angle, the inner corner trim (A), is looked in C20 pea gravel concretens
Waterproof coating extra play (2) is equipped with slope layer (1), waterproof coating layer (3), Yu Fang is provided with waterproof coating extra play (2)
Water film layer (3) is provided with binder courses (4)；
Wherein, a height of 200～300mm in slope of the C20 pea gravel concretens sloping layer (1)；
Wherein, the thickness of the waterproof coating extra play (2) is 1.5mm and is provided with the extension I for extending high-order to body of wall
(21) extension II (22) for and along earth construction layer extending；
Wherein, the thickness of the waterproof coating layer (3) is 1.5mm and is provided with the extension III (31) for extending high-order to body of wall
And the extension IV (32) extended along earth construction layer；
Wherein, binder courses (4) thickness is 20mm.
As preferred, further the improvement is that, the waterproof coating extra play (2) is carcass strengthening material
Material.
As preferred, further the improvement is that, the waterproof coating layer (3) is polyurethane waterproof coating.
As preferred, further the improvement is that, the binder courses (4) are 1:3 dry cement mortar are tied
Close layer.
As preferred, further the improvement is that, the binder courses (4) are provided with ship-and-galley tile (5).This reality
Beneficial effect is：The C20 pea gravel concreten sloping layers that the gradient is 20～30 ° are filled in inner corner trim, the cloth again on the sloping layer
Waterproof coating extra play and waterproof coating layer are put, whole leakage-proof structure layer effectively prevent wall internal corner seam crossing and seepage occurs,
Compared with traditional Waterproof structural course, have the advantages that globality is strong, good water-proof effect.
Description of the drawings
The structural representation of leakage-proof structures of the Fig. 1 to be used for metope and ground joint portion in embodiment.
Specific embodiment
In order that this practical technological means, creation characteristic, reached purpose and effect are easy to understand, with reference to tool
Body is illustrated, and is expanded on further practical.
Referring to Fig. 1, for metope and the leakage-proof structure of ground joint portion, which includes earth construction layer, earth construction layer institute
Horizontal plane in there is intersecting longitudinal wall, vertical body of wall, at the node of longitudinal wall, vertical body of wall and earth construction layer
Inner corner trim A is formed with, the C20 pea gravel concretens sloping layer 1 that the gradient is 20～30 ° is filled in inner corner trim A, in C20 microlith coagulations
Waterproof coating extra play 2 is equipped with native sloping layer 1, waterproof coating layer 3 is provided with waterproof coating extra play 2, apply in waterproof
Film layer 3 is provided with binder courses 4；Wherein, a height of 200～300mm in the slope of C20 pea gravel concretens sloping layer 1；Wherein, waterproof coating
The thickness of extra play 2 is 1.5mm and is provided with to the high-order extension I 21 for extending of body of wall and along earth construction layer the extension for extending
Ⅱ22；Wherein, the thickness of waterproof coating layer 3 is 1.5mm and is provided with to the high-order extension III 31 for extending of body of wall and ties along ground
The extension IV 32 that structure layer extends；Wherein, 4 thickness of binder courses is 20mm；It is easily understood that extension I 21, extension II 22,
The setting of extension III 31 and extension IV 33 can strengthen the water proofing property of waterproof construction.
Used as preferred, the waterproof coating extra play 2 in the present embodiment is carcass reinforcing material.
Used as preferred, the waterproof coating layer 3 in the present embodiment is polyurethane waterproof coating.
Used as preferred, the binder courses 4 in the present embodiment are 1:3 dry cement mortar binder courses.
Further, can be provided with binder courses 4 thickness of ship-and-galley tile 5 and ship-and-galley tile 5 as 8～
10mm。
This practical preferred implementation is the foregoing is only, this practical protection domain is not limited in above-mentioned embodiment party
Formula, every technical scheme for belonging to this practical principle belong to this practical protection domain, for those skilled in the art
Speech, some improvement carried out on the premise of the principle practical without departing from this, these improvement also should be regarded as the protection model of this practicality
Enclose.
Claims (5)
1. the leakage-proof structure of metope and ground joint portion is used for, and which includes earth construction layer, the horizontal plane that earth construction layer is located
It is interior with intersecting longitudinal wall, vertical body of wall, be formed with inner corner trim at the node of longitudinal wall, vertical body of wall and earth construction layer
(A), it is characterised in that fill C20 pea gravel concretens sloping layer (1) that the gradient is 20～30 ° in the inner corner trim (A), in C20
Waterproof coating extra play (2) is equipped with pea gravel concreten sloping layer (1), waterproof painting is provided with waterproof coating extra play (2)
Film layer (3), is provided with binder courses (4) in waterproof coating layer (3)；
Wherein, a height of 200～300mm in slope of the C20 pea gravel concretens sloping layer (1)；
Wherein, the thickness of the waterproof coating extra play (2) is 1.5mm and is provided with the extension I (21) for extending high-order to body of wall
And the extension II (22) extended along earth construction layer；
Wherein, the thickness of the waterproof coating layer (3) is 1.5mm and is provided with to the high-order extension III (31) for extending of body of wall and edge
The extension IV (32) that earth construction layer extends；
Wherein, binder courses (4) thickness is 20mm.
2. the leakage-proof structure for metope and ground joint portion according to claim 1, it is characterised in that the waterproof is applied
Film extra play (2) is carcass reinforcing material.
3. the leakage-proof structure for metope and ground joint portion according to claim 1, it is characterised in that the waterproof is applied
Film layer (3) is polyurethane waterproof coating.
4. the leakage-proof structure for metope and ground joint portion according to claim 1, it is characterised in that the binder courses
(4) it is 1:3 dry cement mortar binder courses.
5. the leakage-proof structure for metope and ground joint portion according to claim 1, it is characterised in that the binder courses
(4) it is provided with ship-and-galley tile (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621152402.4U CN206128317U (en) | 2016-10-31 | 2016-10-31 | A leak protection structure that is used for wall and ground joint portion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621152402.4U CN206128317U (en) | 2016-10-31 | 2016-10-31 | A leak protection structure that is used for wall and ground joint portion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128317U true CN206128317U (en) | 2017-04-26 |
Family
ID=58576345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621152402.4U Expired - Fee Related CN206128317U (en) | 2016-10-31 | 2016-10-31 | A leak protection structure that is used for wall and ground joint portion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128317U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750755A (en) * | 2017-11-01 | 2019-05-14 | 上海聚通装饰集团有限公司 | A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form |
-
2016
- 2016-10-31 CN CN201621152402.4U patent/CN206128317U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750755A (en) * | 2017-11-01 | 2019-05-14 | 上海聚通装饰集团有限公司 | A kind of wet area ground basin type impervious barrier and the impervious technique of benzvalene form |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170426 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |