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CN109113298A - A kind of toilet backfill construction technology - Google Patents

A kind of toilet backfill construction technology Download PDF

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Publication number
CN109113298A
CN109113298A CN201810940569.4A CN201810940569A CN109113298A CN 109113298 A CN109113298 A CN 109113298A CN 201810940569 A CN201810940569 A CN 201810940569A CN 109113298 A CN109113298 A CN 109113298A
Authority
CN
China
Prior art keywords
squatting pan
construction technology
toilet
backfills
telescopic rod
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.)
Pending
Application number
CN201810940569.4A
Other languages
Chinese (zh)
Inventor
罗俊雄
李光球
刘国华
宋少林
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.)
Zhejiang Gongchuang Building Material Technology Co Ltd
Changsha Sanshu New Material Technology Co Ltd
Original Assignee
Zhejiang Gongchuang Building Material Technology Co Ltd
Changsha Sanshu New Material Technology Co Ltd
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 Zhejiang Gongchuang Building Material Technology Co Ltd, Changsha Sanshu New Material Technology Co Ltd filed Critical Zhejiang Gongchuang Building Material Technology Co Ltd
Priority to CN201810940569.4A priority Critical patent/CN109113298A/en
Publication of CN109113298A publication Critical patent/CN109113298A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sanitary Device For Flush Toilet (AREA)

Abstract

The invention discloses a kind of toilets to backfill construction technology, and the technique includes the following steps: step 1, according to room entirety absolute altitude, determines toilet squatting pan height and position, and squatting pan is suspended vacantly, the discharge outlet of squatting pan is docked with sewer;Step 2 is laid with waterproof layer in caisson;Step 3 backfills bubble concrete layer, water inlet bottom 1~3cm of the upper surface of filled concrete layer apart from squatting pan into caisson;Step 4 determines the height secretly leaked, and does dark leakage protection;Step 5 is laid with ceramic tile using thick patch method, and the waterproof gradient is arranged to ceramic tile.Toilet of the invention backfills construction technology, squatting pan can be directly fixed together with bubble concrete layer, telescopic rod for fixing squatting pan is easy to disassemble, it can repeatedly use, do not stay waste, and the present invention does not need the disposable materials such as foam, gas bag and reserves squatting pan position, can accomplish environmental protection and saving.

Description

A kind of toilet backfill construction technology
Technical field
The present invention relates to technical field of buildings, and particularly a kind of toilet backfills construction technology.
Background technique
Existing subsided rest room back-filling way, have rubbish backfill, cinder backfill, haydite backfill, cover frame backlash fill out, Foam concrete backfill etc..Aforementioned concentration back-filling way is all to install squatting pan again after the completion of backfill, is needed in backfilling process Reserved squatting pan position is not leaked when installing squatting pan using water, the fixed squatting pan such as cement mortar, and such way cannot allow backfill Material comes into full contact with squatting pan, and contact site is the weakest, and with the extension of use time, which will appear infiltration Phenomena such as leakage, sinking.
Summary of the invention
In order to solve the above technical problems, the present invention devises a kind of toilet backfill construction technology, can reinforce backfill material The contact position of material and squatting pan avoids phenomena such as leaking or sinking.
The present invention is realized using following scheme:
A kind of toilet backfill construction technology, technique include the following steps:
Step 1 determines toilet squatting pan height and position according to room entirety absolute altitude, and squatting pan is vacantly solid It is fixed, the discharge outlet of squatting pan is docked with sewer;
Step 2 is laid with waterproof layer in caisson;
Step 3 backfills bubble concrete layer into caisson;
Step 4 determines the height secretly leaked, and does dark leakage protection;
Step 5 is laid with ceramic tile using thick patch method, and the waterproof gradient is arranged to ceramic tile.
Preferably, in step 1, the method that is suspended vacantly of squatting pan is to take a telescopic rod, and squatting pan and telescopic rod are consolidated Due to together, the both ends of telescopic rod are fixed in the both walls of toilet, and squatting pan is made to be located at preset height position.
It is highly preferred that telescopic rod can be located at the supported underneath squatting pan of squatting pan or positioned at the upper of squatting pan in step 1 Side and rope hanging squatting pan.
Preferably, in step 3, water inlet bottom 1 of the upper surface of filled bubble concrete layer apart from squatting pan~ 3cm;
It is highly preferred that the dry density of filled bubble concrete layer is 200~800kg/m3, water absorption rate in step 3 It is 0~20%.
Preferably, in step 4, the surface of the upper end and bubble concrete layer secretly leaked is contour, and spillage does not fill using leak It sets or material blocking is secretly leaked.
Preferably, in step 5, the paving of paving ceramic tile is with a thickness of 3~10cm.
Preferably, in step 5, the angle of the waterproof gradient is 1~5 °, and the minimum point of the waterproof gradient is water outlet.
It preferably, further include that waterproof layer examination water is checked and accepted in step 2.
Toilet of the invention backfills construction technology, has the advantages that
One, squatting pan is directly fixed together with bubble concrete layer, and can reinforce bubble concrete layer and squatting pan Contact position, avoid leak or sink phenomena such as.
Two, easy to disassemble for fixing the telescopic rod of squatting pan, it can repeatedly use, not stay waste.
Three, the present invention does not need the disposable materials such as foam, gas bag and reserves squatting pan position, can accomplish environmental protection and saving.
Four, bubble concrete layer has excellent waterproofness, and is whole backfill, tight in toilet, the present invention It does not need to do secondary drainage, reduces construction cost.
Detailed description of the invention
Fig. 1 determines the absolute altitude schematic diagram of squatting pan height to room entirety absolute altitude
The first squatting pan of Fig. 2 is suspended vacantly mode structural schematic diagram
Second of squatting pan of Fig. 3 is suspended vacantly mode structural schematic diagram
In figure, 1 toilet wall, 2 squatting pans, 3 telescopic rods, 4 outlet pipes
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, below in conjunction with attached drawing and specific implementation Example, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only used to explain this hair It is bright, it is not intended to limit the present invention.
A kind of toilet backfill construction technology, method include:
Step 1 determines toilet squatting pan height and position according to room entirety absolute altitude, and squatting pan is vacantly solid It is fixed, the discharge outlet of squatting pan is docked with sewer.
Wherein, such as Fig. 1, toilet and the height in other rooms are compared, the absolute altitude on toilet wall 1 determines installation The height of squatting pan 2, height is buried in backfill in caisson, and then squatting pan is suspended vacantly in the position of preset height, and by squat toilet The discharge outlet of device is docked and connected using outlet pipe 4 or bend pipe.
The method that is suspended vacantly of squatting pan 2 is to take a telescopic rod 3, and telescopic rod can be Domestic general purpose Bath-curtain rod or other are adopted With the stretchy rod of same principle, the both ends of telescopic rod can be directly anchored on wall, and can not damaged to wall Under the premise of easily dismantle.Telescopic rod and squatting pan are fixedly connected on together, and health is fixed at the both ends of telescopic rod Between both walls on.
Specifically, the connection type of telescopic rod 2 and squatting pan 3, including but not limited to following several modes: the first, such as Fig. 2, is the face plate edge that telescopic rod is set to the lower section of squatting pan, and supports squatting pan, and two or two can be used in telescopic rod More than root, to squatting pan multi-point support, keep the balance of squatting pan solid;Second, be that telescopic rod is set to squat toilet such as Fig. 3 The top of device, ties up rope on telescopic rod, and the lower end of rope connects barb, utilizes the panel and just of rope hanging squatting pan Slot, cord retraction bar can be used two or two or more, and suspension rope is to squatting pan multipoint suspension;The third, is by telescopic rod It is set to the top of squatting pan, and squatting pan is otherwise bound to together with telescopic rod, squatting pan and telescopic rod are consolidated Fixed, telescopic rod can be used two or two or more.
Step 2 is laid with waterproof layer in caisson.
Specifically, sweeping sundries in caisson, it is ensured that caisson ground is clean, dry, brushing water-repellent paint, it is ensured that ground in caisson Face and surrounding fill, and flawless, bubble-free, nothing fall off.Wherein brushing paint can be brushed two layers or three layers, complete in every layer of brushing Afterwards, the brushing for carrying out next layer again after coating is completely dry, can have better waterproof effect.It is all dry to all water-repellent paints After thoroughly, it is laid with protective layer, and ensures that waterproof layer is completely covered in the protective layer being laid with, and is firmly combined with base, flawless, without gas Bubble, nothing fall off, and then protective layer are waited to parch.
Further, examination water test can be also carried out in this step, specifically, containing in caisson after layer to be protected parches Water, horizontal plane are not less than 2cm, then keep more than for 24 hours, observed, and ne-leakage phenomenon side calculates qualified.If any leakage, need pair Waterproof coating layer and protective layer cleaning before, are brushed again.
Step 3 backfills bubble concrete layer into caisson.
Specifically, water is added in blender, blender, and the construction materials contracts such as addition foaming agent successively are opened, then high speed Stirring, it is to be foamed to after certain altitude so that the liquid foam in blender, stirring rate is reduced, cement is uniformly added into, is stirred For a period of time, confirm that cement is without agglomeration in blender, that is, backfill material is made, then valve opening injects backfill material into caisson.Injection Water inlet bottom 1~3cm of the maximum height apart from squatting pan of backfill material in caisson, wait backfill material it is dry and hard after be that foam is mixed Solidifying soil layer.
Further, 200~800kg/m of dry density of filled bubble concrete layer3, water absorption rate is 0~20%.
Step 4 determines the height secretly leaked, and does dark leakage protection.
Specifically, doing slope water in bubble concrete layer, the angle of slope water is 1~5 °, and the minimum point of slope water is located at dark fistulae At road junction, then on concrete layer upper berth, water layer of setting up defences covers ceramic tile in dark leak after waterproof layer parches.
Step 5 is laid with ceramic tile using thick patch method, and the waterproof gradient is arranged to ceramic tile.
Specifically, cement mortar is made in allotment cement, sand and water, cement mortar, water are laid on the waterproof layer of step 4 Cement mortar with a thickness of 15~20mm, then in cement mortar laying tiles, and to ceramic tile be arranged the waterproof gradient, the waterproof gradient Angle be 1~5 °, the minimum point of the waterproof gradient is water outlet.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by anyone skilled in the art, It should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should be with scope of protection of the claims Subject to.

Claims (9)

1. a kind of toilet backfills construction technology, which is characterized in that the technique includes the following steps:
Step 1 determines toilet squatting pan height and position according to room entirety absolute altitude, and squatting pan is suspended vacantly, will The discharge outlet of squatting pan is docked with sewer;
Step 2 is laid with waterproof layer in caisson;
Step 3 backfills bubble concrete layer into caisson;
Step 4 determines the height secretly leaked, and does dark leakage protection;
Step 5 is laid with ceramic tile using thick patch method, and the waterproof gradient is arranged to ceramic tile.
2. toilet according to claim 1 backfills construction technology, which is characterized in that in step 1, squatting pan it is hanging Fixing means is to take a telescopic rod, and squatting pan and telescopic rod are fixed together, and toilet is fixed at the both ends of telescopic rod In both walls, and squatting pan is made to be located at preset height position.
3. toilet according to claim 2 backfills construction technology, which is characterized in that in step 1, telescopic rod can be located at The supported underneath squatting pan of squatting pan or positioned at the top of squatting pan and rope hanging squatting pan.
4. toilet according to claim 1 or 2 backfills construction technology, which is characterized in that filled mixed in step 3 Water inlet bottom 1~3cm of the upper surface of solidifying soil layer apart from squatting pan.
5. toilet according to claim 4 backfills construction technology, which is characterized in that in step 3, filled foam Concrete layer dry density is 200~800kg/m3, water absorption rate is 0~20%.
6. toilet according to claim 1 or 2 or 3 backfills construction technology, which is characterized in that in step 4, secretly leak Upper end and the surface of bubble concrete layer are contour, and spillage device or material do not block dark leakage using leak.
7. toilet according to claim 1 or 2 or 3 backfills construction technology, which is characterized in that in step 5, paving porcelain The paving of brick is with a thickness of 3~10cm.
8. toilet according to claim 1 or 2 or 3 backfills construction technology, which is characterized in that in step 5, waterproof slope The angle of degree is 1~5 °, and the minimum point of the waterproof gradient is water outlet.
9. toilet according to claim 1 or 2 or 3 backfills construction technology, which is characterized in that in step 2, further include Waterproof layer tries water and checks and accepts.
CN201810940569.4A 2018-08-17 2018-08-17 A kind of toilet backfill construction technology Pending CN109113298A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810940569.4A CN109113298A (en) 2018-08-17 2018-08-17 A kind of toilet backfill construction technology

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810940569.4A CN109113298A (en) 2018-08-17 2018-08-17 A kind of toilet backfill construction technology

Publications (1)

Publication Number Publication Date
CN109113298A true CN109113298A (en) 2019-01-01

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CN201810940569.4A Pending CN109113298A (en) 2018-08-17 2018-08-17 A kind of toilet backfill construction technology

Country Status (1)

Country Link
CN (1) CN109113298A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113482277A (en) * 2021-05-28 2021-10-08 广东睿华豪墅科技有限公司 Construction process for backfilling and waterproofing caisson toilet
CN114737656A (en) * 2022-03-14 2022-07-12 中建八局第二建设有限公司 Leveling fixing device and leveling method for squatting pan

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08120722A (en) * 1994-08-30 1996-05-14 Matsushita Electric Works Ltd Piping floor device
CN203307978U (en) * 2013-06-19 2013-11-27 中建四局第一建筑工程有限公司 Double-floor-drain seepage prevention structure
CN205369472U (en) * 2015-12-04 2016-07-06 中民筑友有限公司 Squatting pan fixed bolster
CN107060170A (en) * 2017-05-11 2017-08-18 宋正国 The cement foamed backfill structure in caisson type toilet and its earth-filling method
CN107989243A (en) * 2016-10-26 2018-05-04 兴义市巨匠装饰有限责任公司 A kind of construction method for caisson of toilet backfill

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08120722A (en) * 1994-08-30 1996-05-14 Matsushita Electric Works Ltd Piping floor device
CN203307978U (en) * 2013-06-19 2013-11-27 中建四局第一建筑工程有限公司 Double-floor-drain seepage prevention structure
CN205369472U (en) * 2015-12-04 2016-07-06 中民筑友有限公司 Squatting pan fixed bolster
CN107989243A (en) * 2016-10-26 2018-05-04 兴义市巨匠装饰有限责任公司 A kind of construction method for caisson of toilet backfill
CN107060170A (en) * 2017-05-11 2017-08-18 宋正国 The cement foamed backfill structure in caisson type toilet and its earth-filling method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113482277A (en) * 2021-05-28 2021-10-08 广东睿华豪墅科技有限公司 Construction process for backfilling and waterproofing caisson toilet
CN114737656A (en) * 2022-03-14 2022-07-12 中建八局第二建设有限公司 Leveling fixing device and leveling method for squatting pan

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Application publication date: 20190101

RJ01 Rejection of invention patent application after publication