CN207685934U - A kind of precast concrete formula co-layer draining toilet structure - Google Patents
A kind of precast concrete formula co-layer draining toilet structure Download PDFInfo
- Publication number
- CN207685934U CN207685934U CN201721748670.7U CN201721748670U CN207685934U CN 207685934 U CN207685934 U CN 207685934U CN 201721748670 U CN201721748670 U CN 201721748670U CN 207685934 U CN207685934 U CN 207685934U
- Authority
- CN
- China
- Prior art keywords
- wall
- cover board
- bottom wall
- prefabricated
- precast 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.)
- Active
Links
Landscapes
- Sanitary Device For Flush Toilet (AREA)
Abstract
The utility model provides a kind of precast concrete formula co-layer draining toilet structure, including prefabricated flow tank phosphor bodies and cover board.Wherein, prefabricated flow tank phosphor bodies include bottom wall and side wall, and bottom wall and side wall surround the installation space with opening, and bottom wall is preset with the first hole group through bottom wall, and the upper limb of side wall, which has, to be outwardly protruded in the interconnecting piece of the outside wall surface of side wall；Cover plate lid is preset with the second hole group through cover board together in the prefabricated opening for settling babinet, cover board.When prefabricated flow tank phosphor bodies span increases, supporting structure can also be increased between bottom wall and cover board.Filling with light material is not necessarily in installation space, structural load is light, saves cost.For split type precast concrete, it is more convenient installation, transport and lifting.Drainage pipeline reserves installation in the prefabricated flow tank phosphor bodies of this structure.The toilet structure had not only had the characteristics that fabricated construction Fast Installation, but also can directly be combined with surrounding wall, without doing secondary wall again.
Description
Technical field
The utility model is related to building fields, in particular to a kind of precast concrete formula co-layer draining toilet knot
Structure.
Background technology
With the development of building industrialization, more and more building components use prefabrication, field-installed mode to save
Water, time saving, saving of labor, reduce environmental pollution, and are the advantages of assembled architecture.There is also following defects for existing toilet structure：
(1) it also needs to fill interior light material after installation end conduit in tradition drop plate toilet, and paves, then in lightweight material
Cast concrete in material top surface makees face layer, increases load and cost.
(2) integrated precast formula armored concrete toilet, although easy for installation, transport and hoisting cost are higher, are applicable in
Between small sanitary；Although the integral bathroom product installation of also SI systems is easy to assembly, need to install outside existing wall
Bathroom component is installed again after keel, this approach reduces the usable floor areas of toilet, and due to after installation metope with
It is overhead structure sheaf among original wall, whole use feeling is poor, and higher price.Both above integrated bathroom
It is to be installed within the walls in existing structure, forms double-wall construction, repeats construction, cost height.
Utility model content
One of the purpose of this utility model is to provide a kind of precast concrete formula co-layer draining toilet structure.
The utility model provides following technical scheme：
A kind of precast concrete formula co-layer draining toilet structure, including：
Prefabricated flow tank phosphor bodies, the prefabricated flow tank phosphor bodies include bottom wall and side wall, and bottom wall and side wall surround tool
There are the installation space of opening, the bottom wall to be preset with the first hole group through the bottom wall, the upper limb of side wall, which has, to be outwardly protruded
In the interconnecting piece of the outside wall surface of the side wall；And
Cover board, the cover plate lid are preset with together in the prefabricated opening for settling babinet, the cover board through the lid
Second hole group of plate.
Further, further include supporting structure in the alternative embodiment of the utility model, the supporting structure is set
It is placed between the bottom wall and the accomodation ground cover board of the prefabricated flow tank phosphor bodies.
Further, in the alternative embodiment of the utility model, the upper limb of the side wall is provided with step surface, the lid
The edge of plate is abutted with the step surface.
Further, in the alternative embodiment of the utility model, the supporting structure and the prefabricated sedimentation babinet
Or the cover board is integrally formed.
Further, in the alternative embodiment of the utility model, the supporting structure is platy structure, the support
Structural member is connect with the bottom wall of the prefabricated flow tank phosphor bodies and opposite two side walls, and the supporting structure is preset with transverse tube
Mounting hole.
Further, further include the first inner wall, the second inner wall, first in the alternative embodiment of the utility model
Exterior wall and the second exterior wall；The interconnecting piece includes first connecting portion and second connecting portion；The first connecting portion is clamped
Between first inner wall and second inner wall, the second connecting portion be held in first exterior wall and
Between second exterior wall.
Further, in the alternative embodiment of the utility model, first hole group includes vertical tube mounting hole, and described
It is preinstalled with water string in the vertical tube mounting hole of one hole group.
Further, in the alternative embodiment of the utility model, second hole group include vertical tube mounting hole, loophole
At least one of mouth or toilet fixture draining hole.
Further, in the alternative embodiment of the utility model, transverse tube is preset in the installation space.
The utility model also provides a kind of precast concrete formula co-layer draining toilet structure, belongs to sub-assembly, including：
Prefabricated flow tank phosphor bodies, the prefabricated flow tank phosphor bodies include bottom wall and side wall, and bottom wall and side wall surround tool
There are the installation space of opening, the bottom wall to be preset with the first hole group through the bottom wall, the upper limb of side wall, which has, to be outwardly protruded
In the interconnecting piece of the outside wall surface of the side wall；
Cover board, the cover board are configured to be covered on the opening of the prefabricated sedimentation babinet, and the cover board, which is preset with, to be passed through
Wear the second hole group of the cover board.
Further, further include supporting structure in the alternative embodiment of the utility model, the supporting structure quilt
It is configured between the bottom wall and the cover board that are set to the prefabricated sedimentation babinet.
The beneficial effects of the utility model include：
1) the light material filled layer in drop board slot is eliminated than tradition drop toilet structure, structural load is light, and saving is made
Valence.
2) it is compared than the integral bathroom product of SI system, toilet is precast concrete structure, and drainage pipeline is this
Installation is reserved in the prefabricated flow tank phosphor bodies of structure, which had both had the characteristics that fabricated construction Fast Installation,
It can directly be combined again with surrounding wall, without doing secondary wall again；The bottom wall of prefabricated flow tank phosphor bodies can be used as lower layer
Toilet top plate is not required to do structural slab again.
3) than integrated precast formula armored concrete toilet, installation, transport and lifting are more convenient.
Description of the drawings
It, below will be to required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
The attached drawing used is briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore not
The restriction to range is should be considered as, for those of ordinary skill in the art, without creative efforts,
It can also be obtained according to these attached drawings other relevant attached drawings.
Fig. 1 is the schematic diagram for the precast concrete formula co-layer draining toilet structure that the utility model embodiment provides；
Fig. 2 is by the schematic diagram after the precast concrete formula co-layer draining toilet structure assembling in Fig. 1；
Fig. 3 is the schematic diagram of the first inner wall and the first exterior wall；
Fig. 4 is the schematic diagram that precast concrete formula co-layer draining toilet structure is installed on the basis of Fig. 3；
Fig. 5 is to install the schematic diagram after the second inner wall and the second exterior wall on the basis of Fig. 4；
Fig. 6 is the schematic diagram after the components such as installation transverse tube, vertical tube on the basis of Fig. 5；
Fig. 7 is the enlarged diagram in the regions C in Fig. 6；
Fig. 8 is the enlarged diagram in the regions D in Fig. 6；
Fig. 9 is the plan view of Fig. 6.
Icon：The prefabricated flow tank phosphor bodies of 1-；2- cover boards；3- supporting structures；101- bottom walls；102- side walls；102a-
One interconnecting piece；102b, 102d- step surface；102c- second connecting portions；4- exterior walls；5- Cast-in-Situ Segments；6- sits slurry；7-PE sticks；8-
Building adhesive；The first inner walls of 9-；10- precast beams；11- precast floor slabs；The second inner walls of 12-；The 13- pipeline boreholes wall；20- transverse tubes；
21- water strings.
Specific implementation mode
To keep the purpose, technical scheme and advantage of the utility model embodiment clearer, below in conjunction with this practicality
The technical solution in the utility model embodiment is clearly and completely described in attached drawing in novel embodiment, shows
So, described embodiment is a part of embodiment of the utility model, rather than whole embodiments.Based on this practicality
Embodiment in novel, those of ordinary skill in the art are obtained every other without creative efforts
Embodiment shall fall within the protection scope of the present invention.Therefore, the implementation to the utility model provided in the accompanying drawings below
The detailed description of mode is not intended to limit claimed the scope of the utility model, but is merely representative of the utility model
Selected embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making creative labor
The every other embodiment obtained under the premise of dynamic, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be understood that term "left", "right", " longitudinal direction ", " transverse direction ", " length ",
" width ", "upper", "lower", "vertical", "horizontal", "top", "bottom", "inner", "outside", etc. instructions orientation or positional relationship be base
In orientation or positional relationship shown in the drawings, be merely for convenience of describing the present invention and simplifying the description, rather than indicate or
It implies that signified equipment or element must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as
Limitations of the present invention.
In addition, term " first ", " second " etc. are used for description purposes only, it is not understood to indicate or imply relatively important
Property or implicitly indicate the quantity of indicated technical characteristic.Defining the feature of " first ", " second " etc. as a result, can express
Or implicitly include one or more this feature.In the description of the present invention, the meaning of " plurality " is two or
Two or more, unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；Can be
It is connected directly, can also can be indirectly connected through an intermediary the mutual of connection inside two elements or two elements
Interactively.For the ordinary skill in the art, it can understand that above-mentioned term is new in this practicality as the case may be
Concrete meaning in type.
In the present invention unless specifically defined or limited otherwise, fisrt feature the "upper" of second feature or it
"lower" may include that the first and second features are in direct contact, and can also not be to be in direct contact but lead to including the first and second features
Cross the other characterisation contact between them.Moreover, fisrt feature second feature " on ", " top " and " above " include the
One feature is right over second feature and oblique upper, or is merely representative of fisrt feature level height and is higher than second feature.First is special
Sign second feature " under ", " lower section " and " below " include fisrt feature immediately below second feature and obliquely downward, or only
Indicate that fisrt feature level height is less than second feature.
Embodiment
As shown in Figure 1, the present embodiment provides a kind of precast concrete formula co-layer draining toilet structure, including prefabricated sedimentation
Babinet main body 1, cover board 2 and supporting structure 3.Prefabricated flow tank phosphor bodies 1, cover board 2 and supporting structure 3 may each be coagulation
Native prefabricated component.
Wherein, prefabricated flow tank phosphor bodies 1 include bottom wall 3 and four side walls 102.Bottom wall 3 and four side walls 102 surround tool
There is the installation space of opening.
Bottom wall 3 is preset with the first hole group through bottom wall 3.First hole group includes vertical tube mounting hole, the vertical tube of the first hole group
Water string 21 is preinstalled in mounting hole.Prepackage 21 one side of water string can improve vertical tube and prefabricated flow tank phosphor bodies 1
Leakproofness, another aspect can also improve installation effectiveness.In other embodiments, water string 21 can also in-site installation.
For prefabricated flow tank phosphor bodies 1, the upper limb of side wall 102, which has, to be outwardly protruded in the outer wall of side wall 102
The interconnecting piece (102a, 102c) in face.Interconnecting piece includes first connecting portion 102a and second connecting portion 102c.First connecting portion 102a
For being connect with interior wall, second connecting portion 102c with exterior wall for connecting.
Referring to Fig. 2, cover board 2 is covered on the opening of prefabricated flow tank phosphor bodies 1, the edge of cover board 2 and prefabricated sedimentation
The side wall 102 of babinet main body 1 connects.Cover board 2 is preset with the second hole group through cover board 2.Further, in the utility model
In alternative embodiment, the second hole group includes at least one of vertical tube mounting hole, floor drain hole or toilet fixture draining hole.
Supporting structure 3 is set between the bottom wall 3 and accomodation ground cover board 2 of prefabricated flow tank phosphor bodies 1.
In other embodiments, when such as prefabricated 1 lateral dimension of flow tank phosphor bodies is smaller, it is convenient to omit supporting structure
3。
Further, in the present embodiment, the upper limb of side wall 102 is provided with step surface (102b, 102d).
As shown in Fig. 2, when cover board 2 is covered on prefabricated flow tank phosphor bodies 1, the edge of cover board 2 is abutted with step surface.Its
In, the step surface 102b in left side is abutted with first connecting portion 102a, and the step surface 102d on right side is abutted with second connecting portion 102c.
The step surface includes the confined planes that can be abutted with the side of cover board 2, further includes the supporting surface that can be abutted with the bottom surface of cover board 2.Platform
Terrace can both limit the movement of cover board 2 in the horizontal direction, can also limit cover board 2 to close to prefabricated flow tank phosphor bodies 1
Bottom wall 3 direction movement.
Further, when cover board 2 is covered on the opening of prefabricated flow tank phosphor bodies 1, the top surface of cover board 2 and prefabricated sedimentation
The top of the side wall 102 of babinet main body 1 is substantially flush.
Further, in the present embodiment, supporting structure 3 and prefabricated flow tank body by integral forming.In other embodiment
In, supporting structure 3 can be integrally formed with cover board 2；Supporting structure 3 can also be independent when prefabricated, and in assembling
Just it is connect with prefabricated flow tank phosphor bodies 1 and cover board 2.
Supporting structure 3 can be platy structure, column structure or block structure etc..Further, in the present embodiment
In, supporting structure 3 is platy structure, bottom wall 3 and opposite two side walls of the supporting structure 3 with prefabricated flow tank phosphor bodies 1
102 connections, supporting structure 3 are preset with transverse tube mounting hole.Transverse tube mounting hole can be bigger by one to two than the outer diameter of corresponding transverse tube
Number.Further, it can be tabular when supporting structure 3 is platy structure, can also be bending or the plate with dog-ear
Shape structure etc..
Further, it can also be two or more that the quantity of supporting structure 3, which can be one,.Supporting structure 3 it
Between can be arranged in parallel, can also be arranged in a crossed manner, for example, setting in right-angled intersection arrangement two plate-like structures, right-angled intersection
Arrangement can refer to Fig. 9.
Further, when supporting structure 3 is multiple platy structures, whens multiple platy structures, can also be arranged in always
On line, and it is spaced setting, the gap between supporting structure 3 can be used as transverse tube mounting hole.Further, if support knot
Component 3 does not avoid the installation site of transverse tube, then needs to preset transverse tube mounting hole in corresponding supporting structure 3.
Further, transverse tube 20 is preset in the alternative embodiment of the utility model, in installation space.It is preset with transverse tube
20 can improve installation effectiveness, and in other embodiments, transverse tube 20 can also in-site installation.
The present embodiment also provides a kind of precast concrete formula co-layer draining toilet structure, belongs to sub-assembly comprising pre-
Flow tank phosphor bodies 1 and cover board 2 processed.
Prefabricated flow tank phosphor bodies 1 include bottom wall 3 and side wall 102, and bottom wall 3 and side wall 102 surround the installation with opening
Space, bottom wall 3 are preset with the first hole group through bottom wall 3, and the upper limb of side wall 102, which has, to be outwardly protruded in the outer wall of side wall 102
The interconnecting piece in face.
Cover board 2 is configured to be covered on the opening of prefabricated flow tank phosphor bodies 1, and cover board 2 is preset with through cover board 2
Two hole groups.
Further, further include supporting structure 3 in the alternative embodiment of the utility model, supporting structure 3 by with
It is set between the bottom wall 3 and cover board 2 for being set to prefabricated flow tank phosphor bodies 1.
Further, further include the first inner wall 9, second referring to Fig. 5, in the alternative embodiment of the utility model
Inner wall 12, the first exterior wall and the second exterior wall.First connecting portion 102a is held in the first inner wall 9 and the second inner wall
Between 12, second connecting portion 102c is held between the first exterior wall and the second exterior wall.
With reference to Fig. 3-Fig. 8, the installation process of prefabricated flow tank phosphor bodies 1 and wall is simply introduced.
Referring to Fig. 3, in the alternative embodiment of the utility model, the first inner wall 9 and the first exterior wall 4 are first installed,
And precast beam 10 is installed in the top of the first inner wall 9.The top surface of wherein the first exterior wall 4 is provided with the first protrusion, and first is convex
Be respectively formed with inside and outside rising is in horizontal supporting surface and sealing surface substantially.The supporting surface is used for and prefabricated sedimentation babinet master
The second connecting portion 102c of body 1 is abutted.The top surface of the supporting surface and precast beam 10 of first exterior wall 4 is substantially flush.
Referring to Fig. 4, prefabricated flow tank phosphor bodies 1 are installed on the first inner wall 9 and the first exterior wall 4, by cover board 2
It is covered on the opening of prefabricated flow tank phosphor bodies 1.Further, the first connecting portion 102a of prefabricated flow tank phosphor bodies 1 is supported
The top surface of precast beam 10 is leaned against, the second connecting portion 102c of prefabricated flow tank phosphor bodies 1 is resisted against the supporting surface of the first exterior wall 4
On, there are the first cast gaps between the first protrusion and second connecting portion 102c.Prefabricated building is installed on the top surface of precast beam 10
Plate 11, there are the second cast gaps between precast floor slab 11 and first connecting portion 102a.
Referring to Fig. 5, pouring into a mould concrete in the first cast gap and the second cast gap and forming Cast-in-Situ Segment 5.It waits for existing
After pouring the solidification of section 5, the top of the Cast-in-Situ Segment 5 above the first inner wall 9 sits slurry 6 and simultaneously installs the second inner wall 12, outside first
The top of the Cast-in-Situ Segment 5 of 4 top of wall sits slurry 6 and installs the second exterior wall 4.It is convex that the bottom of second exterior wall 4 is provided with second
It rises, the second protrusion is extended downwardly by the ground of the second exterior wall 4 and the infall of outer surface.Second protrusion and the first protrusion outside
Spatial form matching, second protrusion bottom surface and sealing surface between be reserved with gap, second protrusion bottom surface and sealing surface
Between setting PE sticks 7 and with 8 plugging gap of building adhesive.
Referring to Fig. 6, being the schematic diagram on the basis of Fig. 5 after the components such as installation transverse tube 20, vertical tube.Last pipe laying well
Wall 13, and routinely way does water-proofing treatment on ground, completes Toilet Installation.
It, can be with reference chart 8 in order to more clearly demonstrate the structure in the regions C in Fig. 6.It, can be with for the structure with reference to B area
With reference to figure 8.
The advantages of the present embodiment includes：
1) the light material filled layer in drop board slot is eliminated than tradition drop toilet structure, structural load is light, and saving is made
Valence.
2) it is compared than the integral bathroom product of SI system, this toilet structure is precast concrete structure, drainage pipeline
Installation is reserved in the prefabricated flow tank phosphor bodies 1 of this structure, which both has fabricated construction Fast Installation
The characteristics of, and can directly be combined with surrounding wall, without doing secondary wall again；The bottom wall 3 of prefabricated flow tank phosphor bodies 1 can be with
As the top plate of lower layer toilet, it is not required to do structural slab again.
3) than integrated precast formula armored concrete toilet, installation, transport and lifting are more convenient.
It these are only preferred embodiments of the present invention, be not intended to limit the utility model, for ability
For the technical staff in domain, various modifications and changes may be made to the present invention.It is all the spirit and principles of the utility model it
Interior, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of precast concrete formula co-layer draining toilet structure, which is characterized in that including：
Prefabricated flow tank phosphor bodies, the prefabricated flow tank phosphor bodies include bottom wall and side wall, and bottom wall and side wall are surrounded to have and be opened
The installation space of mouth, the bottom wall are preset with the first hole group through the bottom wall, and the upper limb of side wall, which has, to be outwardly protruded in institute
State the interconnecting piece of the outside wall surface of side wall；And
Cover board, the cover plate lid are preset with together in the prefabricated opening for settling babinet, the cover board through the cover board
Second hole group.
2. precast concrete formula co-layer draining toilet according to claim 1 structure, it is characterised in that：
Further include supporting structure, the supporting structure is set to the bottom wall of the prefabricated flow tank phosphor bodies and the health
Between between ground cover.
3. precast concrete formula co-layer draining toilet according to claim 1 structure, it is characterised in that：
The upper limb of the side wall is provided with step surface, and the edge of the cover board is abutted with the step surface.
4. precast concrete formula co-layer draining toilet according to claim 2 structure, it is characterised in that：
The supporting structure is integrally formed with the prefabricated sedimentation babinet or the cover board.
5. precast concrete formula co-layer draining toilet according to claim 2 or 4 structure, it is characterised in that：
The supporting structure is platy structure, the bottom wall of the supporting structure and the prefabricated flow tank phosphor bodies and opposite
Two side walls connect, and the supporting structure is preset with transverse tube mounting hole.
6. precast concrete formula co-layer draining toilet according to claim 1 structure, it is characterised in that：
Further include the first inner wall, the second inner wall, the first exterior wall and the second exterior wall；The interconnecting piece includes the first connection
Portion and second connecting portion；The first connecting portion is held between first inner wall and second inner wall, institute
Second connecting portion is stated to be held between first exterior wall and second exterior wall.
7. precast concrete formula co-layer draining toilet according to claim 1 structure, it is characterised in that：
First hole group includes vertical tube mounting hole, and water string is preinstalled in the vertical tube mounting hole of first hole group.
8. precast concrete formula co-layer draining toilet according to claim 1 structure, it is characterised in that：
Second hole group includes at least one of vertical tube mounting hole, floor drain hole or toilet fixture draining hole.
9. a kind of precast concrete formula co-layer draining toilet structure, which is characterized in that including：
Prefabricated flow tank phosphor bodies, the prefabricated flow tank phosphor bodies include bottom wall and side wall, and bottom wall and side wall are surrounded to have and be opened
The installation space of mouth, the bottom wall are preset with the first hole group through the bottom wall, and the upper limb of side wall, which has, to be outwardly protruded in institute
State the interconnecting piece of the outside wall surface of side wall；
Cover board, the cover board are configured to be covered on the opening of the prefabricated sedimentation babinet, and the cover board is preset with through institute
State the second hole group of cover board.
10. precast concrete formula co-layer draining toilet according to claim 9 structure, it is characterised in that：
Further include supporting structure, the supporting structure be configured to be set to the bottom wall of the prefabricated sedimentation babinet with it is described
Between cover board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721748670.7U CN207685934U (en) | 2017-12-14 | 2017-12-14 | A kind of precast concrete formula co-layer draining toilet structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721748670.7U CN207685934U (en) | 2017-12-14 | 2017-12-14 | A kind of precast concrete formula co-layer draining toilet structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207685934U true CN207685934U (en) | 2018-08-03 |
Family
ID=62997837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721748670.7U Active CN207685934U (en) | 2017-12-14 | 2017-12-14 | A kind of precast concrete formula co-layer draining toilet structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207685934U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798084A (en) * | 2018-09-03 | 2018-11-13 | 湖南建工集团有限公司 | A kind of coaxial socket joint type toilet structural system |
| CN109707184A (en) * | 2019-02-21 | 2019-05-03 | 北京工业大学 | The hard-cover integral vacuum toilet of fulgurite separate type, wall setting water pipe groove |
-
2017
- 2017-12-14 CN CN201721748670.7U patent/CN207685934U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798084A (en) * | 2018-09-03 | 2018-11-13 | 湖南建工集团有限公司 | A kind of coaxial socket joint type toilet structural system |
| CN108798084B (en) * | 2018-09-03 | 2023-11-24 | 湖南建工集团有限公司 | Coaxial socket joint formula bathroom structural system |
| CN109707184A (en) * | 2019-02-21 | 2019-05-03 | 北京工业大学 | The hard-cover integral vacuum toilet of fulgurite separate type, wall setting water pipe groove |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101301081B1 (en) | Wall structure and the construction method therefor | |
| CN207685934U (en) | A kind of precast concrete formula co-layer draining toilet structure | |
| CN102383513A (en) | Concrete reinforced profiled steel sheet, composite slab and method for constructing composite slab | |
| CN104410030A (en) | Light concrete laminated slab assembly type cable trench and forming method thereof | |
| CN104631674A (en) | Composite floor slab and construction method thereof | |
| CN105970976A (en) | Vertical connection structure for supporting row piles and main underground structure | |
| CN207348229U (en) | A kind of connection structure of caisson and partition wall | |
| CN104652608B (en) | Assembly type exterior wall and beam connecting structure | |
| CN204243699U (en) | A kind of light concrete superimposed sheet assembly type cable slot | |
| CN205677114U (en) | Installation node for assembled inside casing light partition wall | |
| KR100736752B1 (en) | Connection structure of i-slabs and asymmetric slimflor beam | |
| KR101920681B1 (en) | Bridge structure using Precast concrete girder bridge with pretension and PC wall | |
| CN207905091U (en) | Integrated precast sump | |
| CN204491947U (en) | A kind of laminated floor slab | |
| CN110005429B (en) | Box-type top plate structure of urban tunnel bifurcation | |
| CN211898894U (en) | Assembled steel pipe concrete column steel frame-beam column wall residential system | |
| CN210195350U (en) | Assembled public toilet | |
| CN110847413B (en) | Prefabricated multi-rib thin-wall cavity shear wall | |
| CN209482347U (en) | As the pipe gallery section of jurisdiction on pavement and gutter | |
| CN207846692U (en) | A kind of water proof structure of floor and steel pipe column intersection | |
| KR20030063962A (en) | Improved T-shape PC Slab and Method for Constructing Structure Using the Same | |
| CN209990187U (en) | Prefabricated integral type bathroom | |
| CN106193442A (en) | Floor concrete slab and floor | |
| KR102682077B1 (en) | The central drainage type bathroom bottom plate having the structure facilitating the tile adhesion | |
| CN215857848U (en) | Assembled utility tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 102200 1st floor, building 6, No.8 Beiqing Road, Huilongguan town, Changping District, Beijing Patentee after: Sany Construction Technology Co.,Ltd. Address before: 102206, Beijing Changping District Huilongguan North Road 31 Industrial Park Patentee before: SANY CONSTRUCTION TECHNOLOGY Co.,Ltd. |
|
| CP03 | Change of name, title or address |