CN206220276U - Piping shaft base impervious leakage construction - Google Patents
Piping shaft base impervious leakage construction Download PDFInfo
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- CN206220276U CN206220276U CN201620827720.XU CN201620827720U CN206220276U CN 206220276 U CN206220276 U CN 206220276U CN 201620827720 U CN201620827720 U CN 201620827720U CN 206220276 U CN206220276 U CN 206220276U
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- piping shaft
- leakage
- masonry
- leakage structure
- ground
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Abstract
A kind of piping shaft base impervious leakage construction, ground cushion and piping shaft masonry including the ground in room, anti-leakage structure is set between the ground cushion and piping shaft masonry, it is in continuous structure that the antiseep construction is overall, its two side elevation respectively terminates in extended surface of the adjacent side walls to underground, or a side elevation terminates at extended surface of the side walls to underground.This kind of anti-leakage structure can solve the problem that because piping shaft masonry sinks and caused by piping shaft masonry deformation of bottom, waterproof fault rupture and cause excess surface water along waterproof layer crack by passing through problem of the floor pipeline to seepage downstairs.
Description
Technical field
The utility model is related to a kind of building decoration technology field, more particularly to a kind of piping shaft base impervious leakage construction.
Background technology
Now, such as supply and drain water system laying area of toilet or boiled water room, often riser tube produce noise source
And its approach propagated, if the control measure of noise are improper, easily there is floor Seepage, therefore, located at discharge water system
The piping shaft masonry of system laying area, due to seepage, easily causes piping shaft masonry bottom infiltration occur and by passing through floor
Phenomenon from pipeline to seepage downstairs.By being found after sufficient research and analysis, producing the main cause of above-mentioned phenomenon is, pipeline
Well is built by laying bricks or stones using the light block material piecemeal, and masonry deformation of bottom, cracking are caused because piping shaft masonry sinks, and causes ground
With the waterproof layer of piping shaft masonry junction by stress drawing crack, but due to the ponding in toilet easily by decorative ground (such as
Ceramic tile etc.) seam crossing penetrate into the paving layer below decorative ground, waterproof layer has been carried out in the bottom of paving layer, thus infiltration
Water can continue to permeate along the waterproof layer crack of landing ground and masonry junction, and infiltration water is by passing through floor pipeline to oozing downstairs
Leakage, therefore the sinking of piping shaft masonry, deformation of bottom, cracking are main thoroughfare of the floor pipeline to seepage downstairs.
Therefore, how to solve because piping shaft masonry sink and caused by piping shaft masonry deformation of bottom, waterproof fault rupture and lead
Excess surface water is caused to pass through problem of the through-flooring pipeline to seepage downstairs along waterproof layer crack.Current people are turned into urgently to be resolved hurrily
Problem.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, there is provided a kind of piping shaft base impervious leakage construction,
This kind of anti-leakage structure can solve the problem that because piping shaft masonry sinks and caused by piping shaft masonry deformation of bottom, waterproof fault rupture and lead
Cause excess surface water along waterproof layer crack by passing through problem of the floor pipeline to seepage downstairs.
The utility model provide technical scheme be：A kind of piping shaft base impervious leakage construction, including in room
The ground cushion and piping shaft masonry in face, set anti-leakage structure between the ground cushion and piping shaft masonry, described anti-
It is in continuous structure that seepage construction is overall, and its two side elevation respectively terminates in extended surface of the adjacent side walls to underground, or one
Side elevation terminates at extended surface of the side walls to underground.
Further, the anti-leakage structure is connected by interface adhesive with the ground cushion.
Further, piping shaft masonry, piping shaft masonry and the anti-leakage structure are set on the anti-leakage structure
Outer side elevation coat of plaster is set, layer surface of plastering is provided with waterproof layer, and waterproof layer is by the outer of ground, metope and piping shaft masonry
Side elevation brushing is integrated.
Further, the anti-leakage structure pours squarely, piping shaft with adjacent side walls to the extended surface of underground
Masonry aligns with outside the anti-leakage structure.
Further, the height of the anti-leakage structure is 100mm, and through-flooring pipe sleeve top is higher by anti-leakage structure
30~50mm of top surface.
Compared with prior art, piping shaft base impervious leakage construction provided by the utility model, has reached following skill
Art effect：
Piping shaft base impervious leakage construction provided by the utility model, by the top of piping shaft position ground bed course
Base impervious drain structure is added, is mixed pouring to build up using the bottom of the piping shaft masonry of light material with certain thickness monoblock
Solidifying earth foundation, therefore avoid the sinking of the light block material and cause piping shaft masonry deformation of bottom, waterproof fault rupture, and then keep away
Excess surface water is exempted from along waterproof layer crack by passing through problem of the floor pipeline to seepage downstairs.
Brief description of the drawings
Fig. 1 is piping shaft base impervious leakage construction plan view in the utility model embodiment one
Fig. 2 be the utility model embodiment two in piping shaft base impervious leakage construction 1-1 cut open elevation
Fig. 3 be the utility model embodiment two in piping shaft base impervious leakage construction 2-2 cut open elevation
Specific embodiment
With reference to embodiment and accompanying drawing, the utility model is described in further detail, but reality of the present utility model
Apply mode not limited to this.The utility model provides a kind of piping shaft base impervious leakage construction, as shown in Figure 1, Figure 2 and Figure 3, the pipe
Road bottom antiseep construction is preferably provided in toilet etc. commonly using in the room at water source, the plumbing standpipe in the room
Laying area is both provided with greatly the piping shaft masonry 3 of control noise, specifically, as shown in Figure 2 and Figure 3, the leakage of piping shaft base impervious
Construction includes ground cushion 1 and piping shaft masonry 3, and ground cushion 1 is located on the ground in room, further, in ground pad
Anti-leakage structure 2 is set between layer 1 and piping shaft masonry 3, interface adhesive is passed through between anti-leakage structure 2 and ground cushion 1
Connection, the material of the anti-leakage structure 2 preferably uses pea gravel concreten, with preventing piping shaft masonry bottom from sinking, deformation and
The effect of cracking, it is overall in continuous structure (without the structure for disconnecting i.e. in the middle of it), and with certain height, its two side elevation
Extended surface of the adjacent side walls to underground is respectively terminated in, or a side elevation terminates at extended surface of the side walls to underground,
Especially, the wall of the adjacent both sides refers to the parallel wall of two side elevations adjacent with anti-leakage structure 2.Preferably, antiseep
Structure 2 pours squarely with adjacent side walls to the extended surface of underground.Further, above-mentioned piping shaft masonry 3 is arranged on
On anti-leakage structure 2, and the piping shaft masonry 3 aligns with the outside of anti-leakage structure 2.Further, in piping shaft masonry 3
Outer side elevation with anti-leakage structure 2 sets coat of plaster 4, and waterproof layer 5 is arranged on into the surface of coat of plaster 4 afterwards.
Specifically, in a preferred embodiment, the surface of plumbing standpipe laying area ground cushion 1 is removed first
The debris such as dirt, oily and floating ash, release the construction location line of anti-leakage structure 2 on ground cushion 1, exist according to construction level line
The absolute altitude control line of anti-leakage structure 2 is released on metope, it is ensured that the height of anti-leakage structure 2 is 100mm, according to construction location line
With the edge-on face die plate that absolute altitude control line has propped up anti-leakage structure 2.Surface to needing setting anti-leakage structure 2 on ground cushion 1
Place's brushing interface bonding agent, pea gravel concreten is poured in template anti-leakage structure 2 is made into shaping, and concrete is supported by standard
Protect to 28 day age, immediately form removal, piping shaft masonry 3 needs to carry out the light block material surface water spray wet before building by laying bricks or stones
Profit, further, the first skin the light block brick puts down bottom on anti-leakage structure 2, and piping shaft masonry 3 and anti-leakage structure 2
Outside is alignd, and is built by laying bricks or stones using special masonry mortar, and piping shaft masonry 3 is used every the longitudinal and transverse building block phase lap of skin in building block corner
Build.Piping shaft masonry 3 build by laying bricks or stones completion it is static 7 days after, further, in the outer side elevation of piping shaft masonry 3 and anti-leakage structure 2
Carry out layering point to form masonry plastering layer 4 all over plastering, masonry plastering layer 4 is conserved, smears masonry by standard after 24 hours
Grieshoch 4 was conserved to 7 day age, further, small arc-shaped was smeared at the inner corner trim by masonry plastering layer 4 with floor leveling layer handing-over
Angle, carries out additional waterproof course overlap joint treatment of the masonry plastering layer 4 with floor leveling layer at inner corner trim, forms masonry plastering 4 (wall of layer
Face) with the waterproof layer 5 of ground one.
Claims (5)
1. a kind of piping shaft base impervious leakage is constructed, including the ground cushion on ground and piping shaft masonry in room, and it is special
Levy and be：Anti-leakage structure is set between the ground cushion and piping shaft masonry, and the antiseep construction is overall in continuous
Structure, its two side elevation respectively terminates in extended surface of the adjacent side walls to underground, or a side elevation terminates at a side wall
Extended surface from wall to underground.
2. piping shaft base impervious leakage according to claim 1 is constructed, it is characterised in that：The anti-leakage structure passes through boundary
Face binding agent is connected with the ground cushion.
3. piping shaft base impervious leakage according to claim 2 is constructed, it is characterised in that：Set on the anti-leakage structure
Piping shaft masonry is put, piping shaft masonry sets coat of plaster with the outer side elevation of the anti-leakage structure, and layer surface of plastering is provided with
Be integrated for the outer side elevation brushing of ground, metope and piping shaft masonry by waterproof layer, waterproof layer.
4. piping shaft base impervious leakage according to claim 3 is constructed, it is characterised in that：The anti-leakage structure with it is adjacent
Side walls pour squarely to the extended surface of underground, and piping shaft masonry aligns with outside the anti-leakage structure.
5. piping shaft base impervious leakage according to claim 4 is constructed, it is characterised in that：The height of the anti-leakage structure
It is 100mm, through-flooring pipe sleeve top is higher by 30~50mm of anti-leakage structure top surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620827720.XU CN206220276U (en) | 2016-08-02 | 2016-08-02 | Piping shaft base impervious leakage construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620827720.XU CN206220276U (en) | 2016-08-02 | 2016-08-02 | Piping shaft base impervious leakage construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220276U true CN206220276U (en) | 2017-06-06 |
Family
ID=58779800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620827720.XU Active CN206220276U (en) | 2016-08-02 | 2016-08-02 | Piping shaft base impervious leakage construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN206220276U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794468A (en) * | 2020-07-09 | 2020-10-20 | 深圳市宏源建设工程有限公司 | L-shaped prefabricated light component pipeline enclosing structure assembling construction technology |
-
2016
- 2016-08-02 CN CN201620827720.XU patent/CN206220276U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794468A (en) * | 2020-07-09 | 2020-10-20 | 深圳市宏源建设工程有限公司 | L-shaped prefabricated light component pipeline enclosing structure assembling construction technology |
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