CN212130037U - 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 PDFInfo
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- CN212130037U CN212130037U CN201922190702.1U CN201922190702U CN212130037U CN 212130037 U CN212130037 U CN 212130037U CN 201922190702 U CN201922190702 U CN 201922190702U CN 212130037 U CN212130037 U CN 212130037U
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- waterproof
- prefabricated plate
- water absorption
- brick
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 37
- 238000010521 absorption reaction Methods 0.000 title claims abstract description 23
- 241000272165 Charadriidae Species 0.000 title abstract description 7
- 239000011449 brick Substances 0.000 claims abstract description 33
- 239000004567 concrete Substances 0.000 claims abstract description 25
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 23
- 239000011380 pervious concrete Substances 0.000 claims abstract description 14
- 239000010410 layer Substances 0.000 claims description 74
- 239000010865 sewage Substances 0.000 claims description 18
- 239000011241 protective layer Substances 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 4
- 239000004743 Polypropylene Substances 0.000 claims description 3
- -1 polypropylene Polymers 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- 230000035699 permeability Effects 0.000 claims description 2
- 230000002265 prevention Effects 0.000 claims 1
- 239000002893 slag Substances 0.000 abstract description 7
- 239000004566 building material Substances 0.000 abstract description 3
- 238000005336 cracking Methods 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- 239000012466 permeate Substances 0.000 description 5
- 238000005406 washing Methods 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
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Abstract
The utility model discloses a sink built on stilts water absorption formula prefabricated plate lavatory of pond, including the brick buttress, be equipped with a plurality of crossbeam buttresses in the brick buttress, be provided with first waterproof layer below the brick buttress, be provided with a plurality of reinforced concrete prefabricated plate above the brick buttress, be equipped with a plurality of prefabricated plate lifting hole on the reinforced concrete prefabricated plate, be equipped with second waterproof screed-coat, second waterproof layer and pervious concrete layer above the reinforced concrete prefabricated plate in proper order, be equipped with the blow off pipe in the pervious concrete layer, seted up a plurality of water absorption hole on the blow off 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
Technical Field
The utility model relates to a lavatory building engineering technical field particularly, relates to a water absorption formula prefabricated plate lavatory is maked somebody a mere figurehead to heavy pond.
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.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned technical problem among the correlation technique, the utility model provides a sink built on stilts water absorption formula prefabricated plate lavatory of pond can alleviate the building materials to the pressure of pipeline, and the cost is practiced thrift in the quick overhaul, and is durable.
In order to achieve the technical purpose, the technical scheme of the utility model 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.
Further, 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 utility model has the advantages 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 required to be used 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 for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a sectional view of a prefabricated plate toilet with a sink and an overhead water absorption type according to an embodiment of the present invention;
fig. 2 is a schematic structural view of a pervious 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 built-in water absorption type sinking pool 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 described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
As shown in figure 1, the sink basin built on stilts water absorption type prefabricated plate toilet comprises a brick buttress 4, a plurality of beam buttresses are arranged in the brick buttress 4, a first waterproof protective layer 3 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 arranged on 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, a plurality of water absorption holes 9-1 are arranged on the drain pipe 9, the floor bearing capacity of the toilet is effectively reduced, the overweight of the load is prevented, the pressure of building slag or ceramsite on a pipeline is reduced, and the fracture 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.
A sink built on stilts water absorption formula prefabricated plate lavatory of heavy pond is applied to lavatory building engineering technical field in a concrete embodiment of the utility model, brick buttress 4 adopts MU5 shale brick and M5 cement mortar to build by laying bricks or stones, every the interval of crossbeam buttress is 300mm, has practiced thrift material and cost, has still reached green's effect simultaneously.
In a specific embodiment of the present invention, the thickness of the second waterproof layer 8 is 20 mm.
In a specific embodiment of the present invention, a first waterproof layer 2 and a first waterproof leveling layer 1 are sequentially disposed under the first waterproof layer 3, the thickness of the first waterproof layer 3 is 20mm, the first waterproof layer 2 and the second waterproof layer 7 are both made of polypropylene or flexible material for water proofing, and the waterproof layer and the waterproof leveling layer are both made of 1:3 cement mortar.
In a specific embodiment of the utility model, the diameter of blow off pipe 9 is 20mm, the diameter of water absorption hole 9-1 is 5mm, every water absorption hole 9-1 interval is 300mm, blow off pipe 9 is connected with main blow off pipe 9-3 through blowdown riser 9-2, can be good arrange sewage in blow off pipe 9.
As shown in fig. 2, in an embodiment of the present invention, the pervious concrete layer 10 is provided with a slope inclined toward the sewage vertical pipe 9-2, and the thickness of the pervious concrete layer 10 is 50 mm.
The permeable concrete layer 10 has a water permeability of 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 and cement-based cementing material, cobblestone coarse aggregate and cement-based cementing material, and broken shale brick coarse aggregate and cement-based cementing material, water seeped from a toilet is gathered to the sewage discharge pipe 9 through the permeable concrete layer 10 and flows through the downward main sewage discharge pipe 9-3, the waterproof layer is protected, and the service life of the waterproof layer is prolonged.
As shown in fig. 3, in an embodiment of the present invention, 4 reinforced concrete prefabricated panels 5 are provided, 2 prefabricated panel lifting preformed holes 5-1 with a diameter of 30mm are provided on each reinforced concrete prefabricated panel 5, each reinforced concrete prefabricated panel 5 is installed on the beam buttress, and the installation of the reinforced concrete prefabricated panels 5 must ensure the horizontal position, wherein two prefabricated panel lifting holes 5-1 with a diameter of 30mm are reserved on at least one reinforced concrete prefabricated panel 5, 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 permeable 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, so that water can be better drained into the floor drain 12 because the permeable concrete layer 10 has a slope inclined toward the vertical sewage drainage pipe 9-2.
For the convenience of understanding the above technical solutions of the present invention, the above technical solutions of the present invention will be described in detail through specific use modes.
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.
To sum up, with the help of the above technical scheme of the utility model, alleviateed and built sediment or haydite to the pressure of pipeline, avoided the waterproof layer to have ponding, have better guard action to the waterproof layer, concrete prefabricated plate lifting hole mentions concrete prefabricated plate, has reached the effect of convenient maintenance, and major structure construction stage concrete clout makes, has practiced thrift material and cost, has reached green's effect.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made 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 (3) 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 (1) are sequentially arranged below the first waterproof protective layer (3), 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 sink-mounted water absorption prefabricated plate toilet as claimed in claim 1, wherein the diameter of the sewage discharge pipe (9) is 20mm, the diameter of the water absorption holes (9-1) is 5mm, the distance between every two water absorption 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).
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).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922190702.1U CN212130037U (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 |
|---|---|---|---|
| CN201922190702.1U CN212130037U (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 |
|---|---|
| CN212130037U true CN212130037U (en) | 2020-12-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922190702.1U Active CN212130037U (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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| CN (1) | CN212130037U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075228A (en) * | 2019-12-10 | 2020-04-28 | 中冶建设高新工程技术有限责任公司 | An overhead water-absorbing prefabricated panel toilet in a sedimentation tank |
-
2019
- 2019-12-10 CN CN201922190702.1U patent/CN212130037U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111075228A (en) * | 2019-12-10 | 2020-04-28 | 中冶建设高新工程技术有限责任公司 | An overhead water-absorbing prefabricated panel toilet in a sedimentation tank |
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