CN205444506U - Internal drainage structure of foam concrete wall - Google Patents
Internal drainage structure of foam concrete wall Download PDFInfo
- Publication number
- CN205444506U CN205444506U CN201521133474.XU CN201521133474U CN205444506U CN 205444506 U CN205444506 U CN 205444506U CN 201521133474 U CN201521133474 U CN 201521133474U CN 205444506 U CN205444506 U CN 205444506U
- Authority
- CN
- China
- Prior art keywords
- foam concrete
- drain pipe
- concrete wall
- drainage structure
- internal drainage
- 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
- 239000011381 foam concrete Substances 0.000 title claims abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 239000000463 material Substances 0.000 claims description 12
- 239000007943 implant Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 230000036571 hydration Effects 0.000 abstract description 2
- 238000006703 hydration reaction Methods 0.000 abstract description 2
- 239000000945 filler Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000002688 persistence Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to a building drainage technical field, concretely relates to inside drainage structures of foam concrete wall body. The water draining pipe comprises a water draining pipe arranged in a wall body and a filler positioned between the water draining pipe and the wall body, wherein a plurality of water seepage holes are formed in the water draining pipe. The drainage pipe with the water seepage holes is arranged in the foam concrete, so that moisture generated by hydration heat in the foam concrete and moisture flowing in later construction are discharged along the drainage pipe, and the moisture is prevented from being reserved inside the foam concrete for a long time, so that the economic loss and the labor loss caused by water leakage of a roof structure are reduced.
Description
Technical field
This utility model relates to construction drainage technical field, is specifically related to a kind of for the discharge structure within foam concrete wall.
Background technology
Along with the Scientific Outlook on Development is progressively rooted in the hearts of the people, the requirement of building energy conservation is also being improved by China.Foam concrete, owing to having light weight, energy-conservation, insulation, sound insulation, the performance such as ageing-resistant, nonflammable, is the most progressively promoted the use of in China.
In existing work progress, after foam concrete has been constructed, pour corresponding mortar levelling layer, the a series of way such as waterproof layer, but the reaction of the heat of hydration is still carried out at inside concrete, also can produce substantial amounts of steam, these steam will remain in inside foam concrete, it is condensed into aqueous water, stay inside concrete, and the moisture of part also can enter inside foam concrete along screed-coat when doing waterproof layer, so may result in and occur that the body of wall in crack leaks, destroy structural slab reinforcing bar and also can damage renovated indoor suspended ceiling, unpredictable loss can be produced economically.
Utility model content
The purpose of this utility model is to provide a kind of simple in construction, and what drainage effect was good is applicable to the discharge structure within foam concrete wall.
In order to achieve the above object, the technical solution adopted in the utility model is: foam concrete wall internal drainage structure, including the drain pipe being located in body of wall and the implant between drain pipe and body of wall, described drain pipe is provided with multiple water seepage hole, and drain pipe is provided with the discharge pipe being interlinked to the outside with body of wall.
Foam concrete wall internal drainage structure as above, further illustrate into, described implant is sandstone.
Foam concrete wall internal drainage structure as above, further illustrate into, described water seepage hole is arranged along drain pipe length direction, and the distance between water seepage hole is 20 40cm.
Foam concrete wall internal drainage structure as above, further illustrate into, described drain pipe is pvc pipe.
Foam concrete wall internal drainage structure as above, further illustrate into, the top of described body of wall is provided with waterproof material.
Foam concrete wall internal drainage structure as above, further illustrate into, described waterproof material is malthoid.
The beneficial effects of the utility model are: use the drain pipe being provided with water seepage hole in foam concrete, the moisture that the thermogenetic moisture of aquation and construction in later period flow in foam concrete is allowed all to discharge along drain pipe, avoid moisture longer-term persistence inside foam concrete, with the economic loss reducing roof structure to leak to cause and manpower loss.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
In figure: 1, drain pipe；2, implant；3, body of wall；4, water seepage hole；5, discharge pipe；6, waterproof material.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model embodiment is done further details of elaboration.
As shown in Figure 1, the foam concrete wall internal drainage structure that this utility model provides, including the drain pipe 1 being located in foam concrete wall 3 and the implant 2 between drain pipe 1 and body of wall 3, described drain pipe 1 selects pvc pipe, it is also possible to select the pipeline of other materials.Described drain pipe 1 is provided with multiple infiltration, and 4, described water seepage hole 4 is arranged along drain pipe 1 length direction, and the distance between water seepage hole 4 is 20 40cm, preferably 30cm.Described implant 2 preferred version is sandstone, it is also possible to select fine sand or microlith.Drain pipe 1 is provided with the discharge pipe 5 being interlinked to the outside with body of wall 3, and discharge pipe 5 is positioned horizontally in the two ends of drain pipe 1, and discharge pipe 5 is connected with drain pipe 1 by elbow.Being provided with discharge pipe 5 can make the condensation water and steam within drain pipe 1 be discharged to smoothly outside body of wall 3.Be provided with waterproof material 6 at the top of body of wall 3, waterproof material 6 can cover the top of whole body of wall 3, it is also possible to only covers the part at body of wall 3 top, so that implant 2 and pipeline 1 are positioned at the lower section of waterproof material 6.Waterproof material 6 is used for preventing secondary water from entering in body of wall 3, and waterproof material 6 preferred version is malthoid, it is also possible to select other to have the material of waterproof effect.
Use the drain pipe 1 being provided with water seepage hole in foam concrete wall 3, the thermogenetic moisture of aquation in foam concrete wall 3 is allowed all to discharge along drain pipe 1 with the moisture that construction in later period flows into, avoid moisture longer-term persistence internal in foam concrete wall 3, thus decrease roof structure and leak the economic loss and manpower loss caused.This utility model simple in construction, drainage effect is good, has good practical value.
This utility model is not limited to examples detailed above, and in claims limited range of the present utility model, various deformation or amendment that those skilled in the art can make without creative work are all protected by this patent.
Claims (6)
1. foam concrete wall internal drainage structure, it is characterised in that: including the drain pipe being located in body of wall and the implant between drain pipe and body of wall, described drain pipe is provided with multiple water seepage hole, and drain pipe is provided with the discharge pipe being interlinked to the outside with body of wall.
Foam concrete wall internal drainage structure the most according to claim 1, it is characterised in that: described implant is sandstone.
Foam concrete wall internal drainage structure the most according to claim 2, it is characterised in that: described water seepage hole is arranged along drain pipe length direction, and the distance between water seepage hole is 20 40cm.
Foam concrete wall internal drainage structure the most according to claim 3, it is characterised in that: described drain pipe is pvc pipe.
Foam concrete wall internal drainage structure the most according to claim 4, it is characterised in that: the top of described body of wall is provided with waterproof material.
Foam concrete wall internal drainage structure the most according to claim 5, it is characterised in that: described waterproof material is malthoid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521133474.XU CN205444506U (en) | 2015-12-31 | 2015-12-31 | Internal drainage structure of foam concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521133474.XU CN205444506U (en) | 2015-12-31 | 2015-12-31 | Internal drainage structure of foam concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444506U true CN205444506U (en) | 2016-08-10 |
Family
ID=56599739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521133474.XU Expired - Fee Related CN205444506U (en) | 2015-12-31 | 2015-12-31 | Internal drainage structure of foam concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444506U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442713A (en) * | 2015-12-31 | 2016-03-30 | 四川航天建筑工程有限公司 | Internal drainage structure of foam concrete wall |
| CN113833256A (en) * | 2021-10-21 | 2021-12-24 | 江西昌南建设集团有限公司 | Construction method of concrete wall reserved hole structure for preventing water seepage of heat-insulating wall |
-
2015
- 2015-12-31 CN CN201521133474.XU patent/CN205444506U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442713A (en) * | 2015-12-31 | 2016-03-30 | 四川航天建筑工程有限公司 | Internal drainage structure of foam concrete wall |
| CN113833256A (en) * | 2021-10-21 | 2021-12-24 | 江西昌南建设集团有限公司 | Construction method of concrete wall reserved hole structure for preventing water seepage of heat-insulating wall |
| CN113833256B (en) * | 2021-10-21 | 2023-02-28 | 江西昌南建设集团有限公司 | Construction method of concrete wall reserved hole structure for preventing water seepage of heat-insulating wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160810 Termination date: 20201231 |