CN206385609U - It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage - Google Patents

It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage Download PDF

Info

Publication number
CN206385609U
CN206385609U CN201621473504.6U CN201621473504U CN206385609U CN 206385609 U CN206385609 U CN 206385609U CN 201621473504 U CN201621473504 U CN 201621473504U CN 206385609 U CN206385609 U CN 206385609U
Authority
CN
China
Prior art keywords
waterproof layer
rigid
waterproof
seepage
clinker
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
Application number
CN201621473504.6U
Other languages
Chinese (zh)
Inventor
范卫林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Sino Thai Joint Tsukito Design Inc
Original Assignee
Sichuan Sino Thai Joint Tsukito Design Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sichuan Sino Thai Joint Tsukito Design Inc filed Critical Sichuan Sino Thai Joint Tsukito Design Inc
Priority to CN201621473504.6U priority Critical patent/CN206385609U/en
Application granted granted Critical
Publication of CN206385609U publication Critical patent/CN206385609U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sanitary Device For Flush Toilet (AREA)

Abstract

The constructing structure of rigid waterproof sleeve seepage, including wall, soil stack, rigid waterproof sleeve, sealing compound, dewatering horizontal tube, structure floor, waterproof layer and clinker waterproof layer are prevented the utility model discloses a kind of;The soil stack is arranged on wall side, and is inserted in structure floor;The dewatering horizontal tube is arranged between soil stack and clinker waterproof layer;The waterproof layer is arranged between structure floor and clinker waterproof layer.This prevents the constructing structure of rigid waterproof sleeve seepage, reduces 15.3% than traditional handicraft using the ratio of generation seepage after the design technology project, leakage scenarios have obtained effective control.Overall structure is simple, cheap, practical, it is easy to promote the use of.

Description

It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage
Technical field
The utility model is related to water string leakage prevention structure applied technical field, and specially one kind prevents rigid waterproof sleeve The constructing structure of seepage.
Background technology
At present, toilet same-floor drainage riser is arranged in exterior wall, using traditional construction method because space is limited, Plugging effect between water string and drainpipe is poor, and leak probability is big.
Utility model content
The purpose of this utility model, which is that offer is a kind of, prevents the constructing structure of rigid waterproof sleeve seepage, and it can be effective Solve problem present in background technology.
To achieve the above object, the utility model provides following technical scheme:A kind of rigid waterproof sleeve seepage of preventing Constructing structure, including wall, soil stack, rigid waterproof sleeve, sealing compound, dewatering horizontal tube, structure floor, waterproof layer and clinker Waterproof layer;The soil stack is arranged on wall side, and is inserted in structure floor;The dewatering horizontal tube is arranged on draining and stood Between pipe and clinker waterproof layer;The waterproof layer is arranged between structure floor and clinker waterproof layer.
Further, the clinker waterproof layer is arranged on waterproof layer upper end.
Further, the soil stack outer diameter D N110mm;The caliber DN159mm of the rigid waterproof sleeve;The structure Floor is 350mm.
Compared with prior art, the beneficial effects of the utility model are:This prevents the construction knot of rigid waterproof sleeve seepage Structure, reduces 15.3%, leakage scenarios have been obtained effectively using the ratio of generation seepage after the design technology project than traditional handicraft Control.Overall structure is simple, cheap, practical, it is easy to promote the use of.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model;
In reference:Wall 1;Soil stack 2;Rigid waterproof sleeve 3;Sealing compound 4;Dewatering horizontal tube 5;Structure floor 6; Waterproof layer 7;Clinker waterproof layer 8.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The all other embodiment obtained, belongs to the scope of the utility model protection.
Referring to Fig. 1, the utility model provides a kind of technical scheme:It is a kind of to prevent the construction knot of rigid waterproof sleeve seepage Structure, including wall 1, soil stack 2, rigid waterproof sleeve 3, sealing compound 4, dewatering horizontal tube 5, structure floor 6, waterproof layer 7 and stove Slag waterproof layer 8;The soil stack 2 is arranged on the side of wall 1, and is inserted in structure floor 6;The dewatering horizontal tube 5 is set Between soil stack 2 and clinker waterproof layer 8;The waterproof layer 7 is arranged between structure floor 6 and clinker waterproof layer 8.
The utility model is in design:The drainage pipeline of toilet uses outside diameter d n110mm, corresponding rigid waterproofing The caliber DN159mm of sleeve pipe, co-layer draining structure drops plate general control in 350mm, and toilet building finished surface and structure are completed Face differs 350mm, levelling and waterproof 50mm the height of structure is removed, in order to ensure the drainage grade of toilet pipeline, drainpipe Outside is generally 20 ~ 30mm away from toilet warterproof finished surface height H, the closure between rigid waterproof sleeve and drainage pipeline, passes System method is that centre uses waterproof clay, and both sides use M20 cement mortar, but because height of the toilet interior conduit away from ground has Limit, closure is not tight during construction, often occurs drainage, causes external wall metope to come off when serious.This construction technology is, First is the adjustment of sequence of construction, first installs the pipeline section for wearing rigid waterproof sleeve, reprocesses the levelling and waterproof of toilet, so H values are improved, are improved by 20 original ~ 30mm to 70 ~ 80mm.Second is to use new packing material, pipeline and rigid waterproofing Packing material between sleeve pipe is added " leak stopping king " a little using sealing compound.Two kinds of measures combine that to be effectively reduced seepage general Rate.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art, It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.

Claims (3)

1. a kind of prevent the constructing structure of rigid waterproof sleeve seepage, including wall, soil stack, rigid waterproof sleeve, sealing Cream, dewatering horizontal tube, structure floor, waterproof layer and clinker waterproof layer;It is characterized in that:The soil stack is arranged on wall one Side, and be inserted in structure floor;The dewatering horizontal tube is arranged between soil stack and clinker waterproof layer;The waterproof layer is set Put between structure floor and clinker waterproof layer.
2. a kind of the constructing structure of rigid waterproof sleeve seepage is prevented according to claim 1, it is characterised in that:The stove Slag waterproof layer is arranged on waterproof layer upper end.
3. a kind of the constructing structure of rigid waterproof sleeve seepage is prevented according to claim 1, it is characterised in that:The row Water standpipe outer diameter D N110mm;The caliber DN159mm of the rigid waterproof sleeve;The structure floor is 350mm.
CN201621473504.6U 2016-12-30 2016-12-30 It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage Active CN206385609U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621473504.6U CN206385609U (en) 2016-12-30 2016-12-30 It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621473504.6U CN206385609U (en) 2016-12-30 2016-12-30 It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage

Publications (1)

Publication Number Publication Date
CN206385609U true CN206385609U (en) 2017-08-08

Family

ID=59491381

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621473504.6U Active CN206385609U (en) 2016-12-30 2016-12-30 It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage

Country Status (1)

Country Link
CN (1) CN206385609U (en)

Similar Documents

Publication Publication Date Title
CN205976019U (en) Wicresoft prevents water blocking drain structure
CN103132488B (en) Reverse osmosis water processing method and reverse osmosis drainage system in construction period of concrete faced rockfill dam
CN207537993U (en) A kind of diversion tunnel concrete plug
CN204715426U (en) A kind of water burst drainage system for closed deep foundation ditch exploratory hole
CN204982789U (en) A dam body prevention of seepage drainage system for roller compacted concrete dam
CN104197129B (en) A kind of novel reinforced concrete drainage pipe and its manufacture method
CN102747722B (en) Underground continuous wall joint close grouting and covering construction method and expansion rubber plug
CN104846935A (en) High-position pool seepage treatment and transformation method
CN205875188U (en) Pressure -bearing precipitation well plugging device
CN206385609U (en) It is a kind of to prevent the constructing structure of rigid waterproof sleeve seepage
CN204475379U (en) Shorten the basement post-pouring zone in Dewatering cycle
CN208668952U (en) A kind of kitchen drainage standpipe through-flooring structure
CN206521812U (en) A kind of anti-leakage structure of toilet
CN2718073Y (en) Ejection rubber water plugging band
CN206928341U (en) A kind of device of the outer side hydraulic pressure of reduction basement
CN206830234U (en) Tunnel Base drain structure
CN205369917U (en) Bathroom antiseep built -in fitting
CN206521773U (en) Tapered end leak plugging structure after a kind of prestressed anchor cable stretching
CN201635072U (en) Centrally grouted static-pressured anchor pile former
CN204174629U (en) A kind of light-duty precipitation well point ater-casting, underground building multi-way prevention plugging structure
CN203668938U (en) Post grouting side wall grouting and guniting annular valve structure
CN106567415A (en) Drain sleeve for preventing basement floating upward and use method
CN107345405A (en) Grouting method at concrete raft foundation construction joint
CN207376843U (en) Expansion joint leakage-proof structure
CN206887996U (en) A kind of drainage pipeline basis filling anti-collapse structure of antiseepage

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant