CN219952560U - Assembly structure of sinking toilet - Google Patents

Assembly structure of sinking toilet Download PDF

Info

Publication number
CN219952560U
CN219952560U CN202320896264.4U CN202320896264U CN219952560U CN 219952560 U CN219952560 U CN 219952560U CN 202320896264 U CN202320896264 U CN 202320896264U CN 219952560 U CN219952560 U CN 219952560U
Authority
CN
China
Prior art keywords
prefabricated
plate
layer
prefabricated box
floor
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
CN202320896264.4U
Other languages
Chinese (zh)
Inventor
胡明志
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.)
Sandong Zhugong Dezhou Co ltd
Original Assignee
Sandong Zhugong Dezhou 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 Sandong Zhugong Dezhou Co ltd filed Critical Sandong Zhugong Dezhou Co ltd
Priority to CN202320896264.4U priority Critical patent/CN219952560U/en
Application granted granted Critical
Publication of CN219952560U publication Critical patent/CN219952560U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sewage (AREA)

Abstract

The utility model relates to the technical field of assembly type buildings, in particular to an assembly type structure of a sinking toilet, which comprises the following components: floor layers; the prefabricated formwork structure comprises a slope plate and a partition plate, wherein the slope plate is configured to be at a preset angle, the partition plate is fixed on the slope plate, a mortar layer is filled between the slope plate and the floor slab, and a ceramic particle layer is arranged on the right side of the partition plate and above the slope plate; and the concrete layer is arranged above the ceramsite layer. The utility model sets the area of the buried drain pipe to be filled by the prefabricated box structure, and the prefabricated box is filled with the ceramsite, so that the partial area can be filled, the empty plate phenomenon is avoided, in addition, the prefabricated box structure can be directly lifted out when the pipeline is overhauled, and the other prefabricated box structures can restrict the ceramsite, so that all the ceramsite can not be piled up.

Description

Assembly structure of sinking toilet
Technical Field
The utility model relates to the technical field of assembly type buildings, in particular to an assembly type structure of a sinking toilet.
Background
The sinking type toilet means that the structural layer of the toilet is partially or wholly sunk away from the corresponding floor by a certain height (40 cm generally) when the main body is built, so that the horizontal drainage pipeline of the toilet is buried in the toilet, then the toilet is backfilled with a light material (ceramsite or foaming cement slurry), and the structural surface only needs to be provided with a hole as a drainage vertical pipe for use.
Because the ceramic particles backfill to enable the pipeline to be buried in the ceramic particles, if leakage occurs in the later stage, the ceramic particles have fluidity, particularly when the ceramic particles are excavated, the surrounding ceramic particles can flow to the lower part in a concentrated manner, and all ceramic particles are not easy to open to overhaul the leakage of the sewer pipeline, therefore, people hope to fill the backfilled ceramic particles more intensively or be beneficial to the later stage.
Disclosure of Invention
The utility model provides an assembled structure of a sinking toilet, which comprises the following components:
floor layers;
the prefabricated formwork structure comprises a slope plate and a partition plate, wherein the slope plate is configured to be at a preset angle, the partition plate is fixed on the slope plate, a mortar layer is filled between the slope plate and the floor slab, and a ceramic particle layer is arranged on the right side of the partition plate and above the slope plate;
the concrete layer is arranged above the ceramsite layer;
a prefabricated box structure filled to the left side of the partition;
the precast slab covers the upper part of the precast box structure, and the upper end face of the precast slab is flush with the upper end face of the concrete layer;
wherein, the inside of prefabricated case structure is equipped with the haydite layer, and the downcomer passes from prefabricated incasement structure, and runs through the floor layer.
Preferably, the right side of the ramp plate is higher than the left side.
Preferably, the prefabricated box structure comprises a top plate, side plates and a bottom plate, wherein the top plate comprises an outer edge extending outwards along the top of the side plates and an inner edge extending inwards, a drain hole is formed in the bottom plate, and the drain pipe penetrates through the drain hole.
Preferably, the prefabricated box structure comprises a plurality of prefabricated box structures which are distributed side by side, and the side plates of every two prefabricated box structures are mutually attached.
Preferably, the bottom plate comprises two steel wire mesh layers and a permeable membrane layer, and the permeable membrane layer is sandwiched between the two steel wire mesh layers.
Preferably, the prefabricated plate is a stainless steel plate, and the prefabricated plate is provided with a floor drain structure.
Compared with the prior art, the utility model has the advantages that:
the utility model sets the area of the buried drain pipe to be filled by the prefabricated box structure, and the prefabricated box is filled with the ceramsite, so that the partial area can be filled, the empty plate phenomenon is avoided, in addition, the prefabricated box structure can be directly lifted out when the pipeline is overhauled, and the other prefabricated box structures can restrict the ceramsite, so that all the ceramsite can not be piled up.
Drawings
The drawings are not intended to be drawn to scale. In the drawings, each identical or nearly identical component that is illustrated in various figures may be represented by a like numeral. For purposes of clarity, not every component may be labeled in every drawing. Embodiments of various aspects of the utility model will now be described, by way of example, with reference to the accompanying drawings, in which:
FIG. 1 is a schematic view of an assembled construction of a sink-type toilet according to the present utility model;
FIG. 2 is a schematic illustration of a prefabricated box construction according to the present utility model;
fig. 3 is a schematic view of the structure of the base plate according to the present utility model.
Detailed Description
For a better understanding of the technical content of the present utility model, specific examples are set forth below, along with the accompanying drawings.
Referring to fig. 1 to 3, the utility model provides an assembled structure of a submerged toilet, which comprises a floor layer 1, a prefabricated formwork structure 2, a concrete layer 3, a prefabricated box structure 4 and prefabricated plates 5, wherein 200-300mm of space above the floor layer 1 is used for embedding a same-floor drainage system, and the assembled structure comprises drainage pipes 6 and drainage branch pipes 61, and optionally, the number of the drainage branch pipes 61 is at least one.
The prior art needs to smear a slope with mortar over the floor slab layer 1 for collecting the leakage water to one side, and the leveling and screeding are quite time consuming, and the prefabricated form structure 2 of the present utility model includes a slope plate 21 constructed at a predetermined angle and a partition plate 22 fixed to the slope plate 21, and the mortar layer 11 is filled between the slope plate 21 and the floor slab 1.
Therefore, after the mortar is filled approximately, the prefabricated template structure 2 is directly covered on the surface of the mortar, the operation is simple and effective, and particularly, the partition board 22 is arranged on the slope board 21, the space above the slope board 21 is divided into the left side and the right side by the partition board 22, and ceramsite is filled in the space on the right side to form the ceramsite layer 12.
Preferably, the right side of the ramp plate 21 is higher in height than the left side.
In a specific embodiment, in order to ensure that the water on the right side leaks to the left side, the bottom of the partition 22 is hollowed out, and specifically may be separated by a mesh structure, so that the water can permeate but the ceramsite cannot permeate, and the mesh structure may be selected from plastic meshes made of PVC.
Further, the concrete layer 3 is arranged above the ceramsite layer 12, and a waterproof layer is arranged on the surface of the concrete layer 3.
Referring to fig. 1, the left space of the partition 22 is used for burying a drain pipe, and the prefabricated box structure 4 is filled to the left of the partition 22 for facilitating the later maintenance of the drain pipe; the prefabricated box structure 4 is arranged to be directly extractable from the left side of the partition 22. The prefabricated box structure 4 is internally provided with a ceramic particle layer 12, and the sewer pipe 6 penetrates through the prefabricated box structure 4 and the floor layer 1.
The prefabricated plate 5 covers the top of prefabricated case structure 4, and the up end flushes with concrete layer 3's up end, and wherein, prefabricated plate 5 detachable is connected to the top of prefabricated case structure 4, when the maintenance is needed, directly dismantle prefabricated plate 5. Optionally, the prefabricated plate 5 is a stainless steel plate, and the prefabricated plate 5 is provided with a floor drain structure.
Preferably, the prefabricated panel 5 is divided into two parts, and surrounds both sides of the sewer pipe 6, thereby facilitating the disassembly of the prefabricated panel 5.
As shown in connection with fig. 2, the prefabricated box structure 4 comprises a top plate 41, side plates 42 and a bottom plate 43, wherein the top plate 41 comprises an outer edge 411 extending outwards along the top of the side plates 42 and an inner edge 412 extending inwards, the bottom plate 43 is provided with a drain hole 44, and the sewer pipe 6 penetrates through the drain hole 44.
Thus, when the prefabricated box structure 4 is disassembled, the prefabricated box structure 4 can be lifted up by directly pulling the inner edge 412.
Preferably, the prefabricated box structure 4 comprises a plurality of prefabricated box structures which are distributed side by side, and the side plates 42 of every two prefabricated box structures 4 are mutually attached. Wherein, the prefabricated box structure 4 that is passed by downcomer 6 is narrowest, and the haydite that holds is minimum, and the haydite that will be inside is cleared up out easily like this, reduces the work load when overhauling.
In a preferred embodiment, the bottom plate 43 comprises two steel wire mesh layers 431 and a permeable membrane layer 432, the permeable membrane layer 432 being sandwiched between the two steel wire mesh layers 431. In this way, the bottom plate 43 is soft and even if the bottom has protrusions that are not easy to clean, it is easy to fill the prefabricated box structure 4 into place.
In a specific embodiment, the bottom plate 43 and the surrounding side plates are bound or bonded, when the prefabricated box structure outside the sewer pipe 6 is pulled out, the bottom plate 43 is directly separated from the side plates, and after maintenance, the bottom plate 43 and the side plates are reconnected.
In combination with the embodiment, the area of the buried drain pipe is filled by the prefabricated box structure, ceramsite is filled in the prefabricated box body, the partial area can be filled, the phenomenon of empty plates is avoided, in addition, when a pipeline is overhauled, the prefabricated box structure can be directly lifted out, and other prefabricated box structures can restrict the ceramsite, so that all the ceramsite can not be piled up.
While the utility model has been described with reference to preferred embodiments, it is not intended to be limiting. Those skilled in the art will appreciate that various modifications and adaptations can be made without departing from the spirit and scope of the present utility model. Accordingly, the scope of the utility model is defined by the appended claims.

Claims (6)

1. A fabricated structure of a sink-type toilet, comprising:
a floor layer (1);
the prefabricated formwork structure (2) comprises a slope plate (21) and a partition plate (22) fixed on the slope plate (21), wherein a mortar layer (11) is filled between the slope plate (21) and the floor plate layer (1), and a ceramic particle layer (12) is arranged on the right side of the partition plate (22) and above the slope plate (21);
a concrete layer (3) arranged above the ceramsite layer (12);
-a prefabricated box structure (4) filled to the left of said partition (22);
a prefabricated panel (5) covering the prefabricated box structure (4);
the inside of the prefabricated box structure (4) is provided with a ceramic particle layer (12), and a sewer pipe (6) penetrates through the prefabricated box structure (4) and penetrates through the floor layer (1).
2. The assembled structure of a sink toilet according to claim 1, characterized in that the right side of the ramp plate (21) is higher than the left side.
3. The prefabricated structure of a sink toilet according to claim 1, characterized in that the prefabricated box structure (4) comprises a top plate (41), side plates (42) and a bottom plate (43), the top plate (41) comprises an outer edge (411) extending outwards along the top of the side plates (42) and an inner edge (412) extending inwards, the bottom plate (43) is provided with a drain hole (44), and the drain pipe (6) passes through the drain hole (44).
4. A prefabricated construction of a sink toilet according to claim 3, characterized in that the prefabricated box construction (4) comprises a plurality of side-by-side profiles, the side panels (42) of each two prefabricated box constructions (4) being mutually attached.
5. A prefabricated construction of a sink-type toilet according to claim 3, characterized in that the floor (43) comprises two steel wire mesh layers (431) and a permeable membrane layer (432), the permeable membrane layer (432) being sandwiched between the two steel wire mesh layers (431).
6. The assembled structure of the submerged toilet according to claim 1, characterized in that the prefabricated panels (5) are stainless steel panels, and the prefabricated panels (5) are provided with floor drain structures.
CN202320896264.4U 2023-04-20 2023-04-20 Assembly structure of sinking toilet Active CN219952560U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320896264.4U CN219952560U (en) 2023-04-20 2023-04-20 Assembly structure of sinking toilet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320896264.4U CN219952560U (en) 2023-04-20 2023-04-20 Assembly structure of sinking toilet

Publications (1)

Publication Number Publication Date
CN219952560U true CN219952560U (en) 2023-11-03

Family

ID=88550240

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320896264.4U Active CN219952560U (en) 2023-04-20 2023-04-20 Assembly structure of sinking toilet

Country Status (1)

Country Link
CN (1) CN219952560U (en)

Similar Documents

Publication Publication Date Title
US6434900B1 (en) Prefabricated concrete wall system
KR100710920B1 (en) Apparatus for draining subsurface water
CN102383443A (en) Connection structures between foundation pit support piles and outer walls of basement and construction method
CN108331026B (en) Prefabricated reinforced concrete inspection well and construction method thereof
CN111894124A (en) Waterproof construction method for large-area civil air defense basement
US20210017755A1 (en) Composite wall and methods of constructing a composite wall
CN219952560U (en) Assembly structure of sinking toilet
CN202347534U (en) Force transferring structure between foundation ditch support pile and basement outer wall
KR101808833B1 (en) Floor structure of underground floor with reduced floor height using shear reinforcement and the construction method thereof
KR20090029531A (en) Underground water catchment and drainage of lower part basement
RU55388U1 (en) SPATIAL REINFORCED CONCRETE FOUNDATION PLATFORM FOR SMALL-STOREY BUILDINGS FOR CONSTRUCTION IN SPECIAL GROUND CONDITIONS AND SEISMICITY IN ASSEMBLY AND MONOLITHIC OPTIONS
CN212561820U (en) Secondary floor drain connecting structure of sinking type toilet
RU2394966C2 (en) Construction module, in particular lower floor or basement for amenity or domestic building
JP3641227B2 (en) Construction method of underground structure
CN111677061A (en) Board-falling-free same-layer drainage system and construction method thereof
CN214739575U (en) Netted drainage structures and ground drainage system and floor structure
KR100821742B1 (en) Vertical reinforcement sump system
KR100665985B1 (en) The construction method of basement self drainage
CN216893682U (en) Quick-mounting modular swimming pool lane line mounting structure
CN211817667U (en) Fabricated overhead backfill structure and toilet thereof
KR100820572B1 (en) Constructing method of drainage structure by using water way with a gap
CN219825964U (en) Waterproof ground hidden leakage drainage structure
CN218952684U (en) Self-seepage bathroom ground construction system
CN216108659U (en) Basement side wall sluicing device
CN210507974U (en) Prefabricated folded plate for same-layer drainage of toilet

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant