CN111075228A - Sink built on stilts water absorption formula prefabricated plate lavatory in pond - Google Patents

Sink built on stilts water absorption formula prefabricated plate lavatory in pond Download PDF

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Publication number
CN111075228A
CN111075228A CN201911254713.XA CN201911254713A CN111075228A CN 111075228 A CN111075228 A CN 111075228A CN 201911254713 A CN201911254713 A CN 201911254713A CN 111075228 A CN111075228 A CN 111075228A
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CN
China
Prior art keywords
layer
waterproof
prefabricated plate
toilet
concrete
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
CN201911254713.XA
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Chinese (zh)
Inventor
苏兴
龚贵林
阮尧
徐伟
李伟
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China Metallurgical Construction High Tech Engineering Technology Co ltd
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China Metallurgical Construction High Tech Engineering 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 China Metallurgical Construction High Tech Engineering Technology Co ltd filed Critical China Metallurgical Construction High Tech Engineering Technology Co ltd
Priority to CN201911254713.XA priority Critical patent/CN111075228A/en
Publication of CN111075228A publication Critical patent/CN111075228A/en
Pending legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • E04H1/1216—Public W.C.s
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
    • E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
    • E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/125—Small buildings, arranged in other buildings
    • E04H1/1266—Cubicles for dressing; Toilets

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sanitary Device For Flush Toilet (AREA)

Abstract

The invention discloses a sink basin overhead water absorption type prefabricated plate toilet which comprises a brick buttress, wherein a plurality of beam buttresses are arranged in the brick buttress, a first waterproof protective layer is arranged below the brick buttress, a plurality of reinforced concrete prefabricated plates are arranged above the brick buttress, a plurality of prefabricated plate lifting holes are formed in the reinforced concrete prefabricated plates, a second waterproof leveling layer, a second waterproof protective layer and a permeable concrete layer are sequentially arranged above the reinforced concrete prefabricated plates, a drain pipe is arranged in the permeable concrete layer, and a plurality of water absorption holes are formed in the drain pipe; the toilet floor bearing capacity is effectively reduced, the pressure of building material pipelines is reduced, the pipelines are prevented from being broken, the cracking of a waterproof layer caused by the uneven settlement of building slag or ceramsite backfilling is prevented, the waterproof layer is prevented from losing effectiveness by enabling the pervious concrete to flow into the embedded blow-off pipes in the pervious concrete layer, the prefabricated plates can be made of the residual concrete remainder, the rapid overhaul is realized, and the waste of the concrete is reduced.

Description

Sink built on stilts water absorption formula prefabricated plate lavatory in pond
Technical Field
The invention relates to the technical field of toilet constructional engineering, in particular to a sink tank overhead water absorption type prefabricated plate toilet.
Background
At present, the construction method of the toilet is to backfill the building slag or the ceramsite and then paste the building slag or the ceramsite with a leveling layer, a waterproof protective layer and a floor tile, so that the floor slab is very easy to overload, the building slag or the ceramsite has extrusion force on the toilet pipeline, the pipeline can be broken, if the problems of pipeline blockage, breakage, leakage or waterproof failure and the like occur, the waterproof layer is easy to damage, the toilet cannot be used, the maintenance difficulty is increased, and the maintenance cost is also wasted.
An effective solution to the problems in the related art has not been proposed yet.
Disclosure of Invention
Aiming at the technical problems in the related art, the invention provides a sink basin overhead water absorption type prefabricated plate toilet which can reduce the pressure of building materials on pipelines, is quick to overhaul, saves cost, and is firm and durable.
In order to achieve the technical purpose, the technical scheme of the invention is realized as follows:
the utility model provides a sink built on stilts water absorption formula prefabricated plate lavatory, includes the brick buttress, be equipped with a plurality of crossbeam buttress in the brick buttress, brick buttress below is provided with first waterproof layer, brick buttress top is provided with a plurality of reinforced concrete prefabricated plate, be equipped with a plurality of prefabricated plate hoisting hole on the reinforced concrete prefabricated plate, reinforced concrete prefabricated plate top is equipped with second waterproof screed-coat, second waterproof layer and the concrete layer that permeates water in proper order, be equipped with the blow off pipe in the concrete layer that permeates water, a plurality of suction opening has been seted up on the blow off pipe.
Furthermore, the brick buttresses are built by MU5 shale bricks and M5 cement mortar, and the distance between every two beam buttresses is 300 mm.
Further, the thickness of the second waterproof protective layer is 20 mm.
Further, first waterproof layer and first waterproof screed-coat are equipped with in proper order below the first waterproof layer, the thickness of first waterproof layer is 20mm, first waterproof layer and second waterproof layer all adopt polypropylene fibre or flexible material waterproof.
Furthermore, the diameter of the sewage discharge pipe is 20mm, the diameter of the water suction holes is 5mm, the distance between every two water suction holes is 300mm, and the sewage discharge pipe is connected with a main sewage discharge pipe through a vertical sewage discharge pipe.
Further, the concrete layer that permeates water is equipped with the slope towards blowdown riser slope, the concrete layer that permeates water's thickness is 50mm, the concrete layer that permeates water rate of permeating water is more than or equal to 0.5 mm/s.
Furthermore, at least one reinforced concrete prefabricated plate is provided with two prefabricated plate lifting holes with the diameter of 30mm, and each reinforced concrete prefabricated plate is installed on the beam buttress.
Furthermore, a floor brick layer is arranged on the pervious concrete layer.
The invention has the beneficial effects that: the toilet floor bearing capacity is effectively reduced, the pressure of building material pipelines is reduced, the pipelines are prevented from being broken, the cracking of a waterproof layer caused by the uneven settlement of building slag or ceramsite backfilling is effectively prevented, the waterproof layer is prevented from being broken, the pervious concrete flows to the embedded blow-off pipes inside the pervious concrete layer, the failure of the waterproof layer is reduced, the prefabricated plate can be manufactured by the residual concrete in the construction stage of the main body structure, the quick overhaul is realized, the waste of the concrete is reduced, and the construction period and the cost are greatly saved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a sectional view of a prefabricated plate toilet with a water absorption type built on the air in a sinking tank according to an embodiment of the invention;
fig. 2 is a schematic structural view of a permeable concrete layer according to an embodiment of the present invention;
FIG. 3 is a schematic structural view of a reinforced concrete precast slab according to an embodiment of the present invention;
fig. 4 is a plan view of a prefabricated plate toilet with a sink and an overhead water absorption type according to an embodiment of the invention.
In the figure:
1. a first waterproof leveling layer; 2. a first waterproof layer; 3. a first waterproof protective layer; 4. building a buttress by bricks; 5. a reinforced concrete precast slab; 5-1, prefabricated plate lifting holes; 6. a second waterproof leveling layer; 7. a second waterproof layer; 8. a second waterproof protective layer; 9. a blow-off pipe; 9-1 of water absorption holes; 9-2, a pollution discharge vertical pipe; 9-3, a main sewage discharge pipe; 10. a pervious concrete layer; 11. a floor brick layer; 12. a floor drain; 13. pipes of squatting pans; 14. pipeline of hand washing sink.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments that can be derived by one of ordinary skill in the art from the embodiments given herein are intended to be within the scope of the present invention.
As shown in FIG. 1, the sink basin overhead water absorption type prefabricated slab toilet according to the embodiment of the invention comprises a brick buttress 4, a plurality of beam buttresses are arranged in the brick buttress 4, a first waterproof protective layer 1 is arranged below the brick buttress 4, a plurality of reinforced concrete prefabricated slabs 5 are arranged above the brick buttress 4, a plurality of prefabricated slab lifting holes 5-1 are arranged on the reinforced concrete prefabricated slabs 5, a second waterproof leveling layer 6, a second waterproof layer 7, a second waterproof protective layer 8 and a permeable concrete layer 10 are sequentially arranged above the reinforced concrete prefabricated slabs 5, a drain pipe 9 is arranged in the permeable concrete layer 10, a plurality of water absorption holes 9-1 are arranged on the drain pipe 9, the bearing capacity of toilet floors is effectively reduced, the overload is prevented, the pressure of building slag or ceramsite on pipelines is reduced, and the breakage is prevented, and the cracking failure of the waterproof layer caused by the uneven settlement of the building slag or the ceramsite backfilling can be effectively prevented.
The sink basin overhead water absorption type prefabricated plate toilet is applied to the technical field of toilet construction engineering, in a specific embodiment of the invention, the brick buttresses 4 are built by MU5 shale bricks and M5 cement mortar, the distance between every two beam buttresses is 300mm, materials and cost are saved, and meanwhile, the effect of environmental protection is achieved.
In a particular embodiment of the invention, the thickness of the second waterproof protective layer 8 is 20 mm.
In a specific embodiment of the invention, a first waterproof layer 2 and a first waterproof leveling layer 3 are sequentially arranged below the first waterproof protective layer 1, the thickness of the first waterproof protective layer 3 is 20mm, the first waterproof layer (2) and the second waterproof layer (7) are both made of polypropylene or flexible materials for waterproofing, and the waterproof protective layer and the waterproof leveling layer are both made of mixed 1:3 cement mortar.
In a specific embodiment of the invention, the diameter of the sewage discharge pipe 9 is 20mm, the diameter of the water suction holes 9-1 is 5mm, the distance between every two water suction holes 9-1 is 300mm, and the sewage discharge pipe 9 is connected with a main sewage discharge pipe 9-3 through a sewage discharge vertical pipe 9-2, so that sewage can be discharged into the sewage discharge pipe 9.
As shown in fig. 2, in one embodiment of the present invention, the pervious concrete layer 10 is provided with a slope inclined toward the soil discharging vertical pipe 9-2, and the pervious concrete layer 10 has a thickness of 50 mm.
The permeable rate of the permeable concrete layer (10) is more than or equal to 0.5mm/s, the permeable concrete layer (10) can be realized by adopting various materials, such as broken stone coarse aggregate cement-based cementing material, cobblestone coarse aggregate cement-based cementing material and broken shale brick coarse aggregate cement-based cementing material, water seeped from a toilet is gathered to a drain pipe 9 through the permeable concrete layer (10) and flows through a downward main drain pipe 9-3, the protective effect is achieved on the waterproof layer, and the service life of the waterproof layer is prolonged.
As shown in FIG. 3, in one embodiment of the present invention, 4 reinforced concrete precast slabs 5 are provided, 2 precast slab lifting reserved holes 5-1 with a diameter of 30mm are provided on the reinforced concrete precast slabs 5, each of the reinforced concrete precast slabs 5 is installed on the beam buttress, the installation of the reinforced concrete precast slabs 5 must be horizontal, and at least one of the reinforced concrete precast slabs 5 is reserved with two precast slab lifting holes 5-1 with a diameter of 30mm, which facilitates later pipeline maintenance.
As shown in fig. 4, in an embodiment of the present invention, a floor brick layer 11 is disposed on the pervious concrete layer 10, a floor drain 12, a squatting pan pipeline 13 and a hand washing basin pipeline 14 are disposed on the floor brick layer 11, a squatting pan is disposed on the squatting pan pipeline 13, a hand washing basin is disposed on the hand washing basin pipeline 14, and the floor drain 13 is disposed near the vertical sewage drainage pipe 9-2, because the pervious concrete layer 10 has a slope inclined toward the vertical sewage drainage pipe 9-2, water can be better drained into the floor drain 12.
In order to facilitate understanding of the above-described embodiments of the present invention, the following detailed description of the embodiments of the present invention is provided by way of specific usage.
During specific construction, firstly cleaning a base, after the base is cleaned, making a first waterproof leveling layer, building a first waterproof layer, making a first waterproof protective layer, then installing a toilet sewage draining vertical pipe and a water supply pipe, plugging the installed pipeline, then installing a brick building buttress, installing a prefabricated plate, then continuing making a waterproof layer, making two times of waterproofing, improving the sealing property, making a permeable concrete layer on the waterproofing, installing a sewage draining pipe in the permeable concrete layer, laying a brick layer well, and installing living goods such as a floor drain, a hand washing basin, a toilet bowl and the like on the brick layer.
In conclusion, by means of the technical scheme, the pressure of the building slag or the ceramsite on the pipeline is reduced, the water accumulation of the waterproof layer is avoided, the waterproof layer is well protected, the concrete precast slab is lifted by the concrete precast slab lifting hole, the effect of convenience in maintenance is achieved, the concrete excess materials are manufactured at the construction stage of the main structure, the materials and the cost are saved, and the effect of environmental protection is achieved.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1. The sink basin aerial water absorption type prefabricated plate toilet is characterized by comprising a brick buttress (4), wherein a plurality of beam buttress are arranged in the brick buttress (4), a first waterproof protective layer (1) is arranged below the brick buttress (4), a plurality of reinforced concrete prefabricated plates (5) are arranged above the brick buttress (4), a plurality of prefabricated plate lifting holes (5-1) are formed in the reinforced concrete prefabricated plates (5), a second waterproof leveling layer (6), a second waterproof layer (7), a second waterproof protective layer (8) and a permeable concrete layer (10) are sequentially arranged above the reinforced concrete prefabricated plates (5), a drain pipe (9) is arranged in the permeable concrete layer (10), and a plurality of water absorption holes (9-1) are formed in the drain pipe (9).
2. The prefabricated panel toilet of the sinking pool type by aerial suction as claimed in claim 1, wherein the brick buttresses (4) are constructed by using MU5 shale bricks and M5 cement mortar, and the distance between each beam buttress is 300 mm.
3. A caisson overhead suction type prefabricated plate toilet, according to claim 1, characterized in that the thickness of the second waterproof protective layer (8) is 20 mm.
4. The sink basin overhead water absorption prefabricated plate toilet as claimed in claim 1, wherein a first waterproof layer (2) and a first waterproof leveling layer (3) are sequentially arranged below the first waterproof protective layer (1), the thickness of the first waterproof protective layer (3) is 20mm, and the first waterproof layer (2) and the second waterproof layer (7) are both made of polypropylene or flexible materials for water prevention.
5. The caisson overhead suction type prefabricated plate toilet as claimed in claim 1, wherein the diameter of the sewage discharge pipe (9) is 20mm, the diameter of the suction holes (9-1) is 5mm, the distance between every two suction holes (9-1) is 300mm, and the sewage discharge pipe (9) is connected with a main sewage discharge pipe (9-3) through a vertical sewage discharge pipe (9-2).
6. The caisson overhead water absorption type precast slab toilet according to claim 1, wherein the pervious concrete layer (10) is provided with a slope inclined toward the sewage stand pipe (9-2), the thickness of the pervious concrete layer (10) is 50mm, and the water permeability of the pervious concrete layer (10) is 0.5mm/s or more.
7. The caisson overhead suction type prefabricated plate toilet as claimed in claim 1, wherein at least one of the reinforced concrete prefabricated plates is provided with two prefabricated plate lifting holes (5-1) with a diameter of 30mm, and each of the reinforced concrete prefabricated plates (5) is installed on the beam pier.
8. The caisson overhead water absorption type prefabricated plate toilet as claimed in claim 6, wherein the permeable concrete layer (10) is provided with a floor brick layer (11).
CN201911254713.XA 2019-12-10 2019-12-10 Sink built on stilts water absorption formula prefabricated plate lavatory in pond Pending CN111075228A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911254713.XA CN111075228A (en) 2019-12-10 2019-12-10 Sink built on stilts water absorption formula prefabricated plate lavatory in pond

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911254713.XA CN111075228A (en) 2019-12-10 2019-12-10 Sink built on stilts water absorption formula prefabricated plate lavatory in pond

Publications (1)

Publication Number Publication Date
CN111075228A true CN111075228A (en) 2020-04-28

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ID=70313490

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911254713.XA Pending CN111075228A (en) 2019-12-10 2019-12-10 Sink built on stilts water absorption formula prefabricated plate lavatory in pond

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113235790A (en) * 2021-05-28 2021-08-10 中建八局南方建设有限公司 Board-lowering toilet base layer overhead structure and overhead structure construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113235790A (en) * 2021-05-28 2021-08-10 中建八局南方建设有限公司 Board-lowering toilet base layer overhead structure and overhead structure construction method

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