CN207633546U - Toilet concrete sealing prefabricated components - Google Patents
Toilet concrete sealing prefabricated components Download PDFInfo
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- CN207633546U CN207633546U CN201721791570.2U CN201721791570U CN207633546U CN 207633546 U CN207633546 U CN 207633546U CN 201721791570 U CN201721791570 U CN 201721791570U CN 207633546 U CN207633546 U CN 207633546U
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- reinforcing bar
- concrete
- prefabricated components
- anchor
- stirrup
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Abstract
The utility model discloses a kind of toilet concrete sealing prefabricated components by stirrup, lateral stressed reinforcing bar, anchor and position reinforcing bar and coagulation local soil type at, wherein lateral stressed reinforcing bar is laterally distributed on four angles of stirrup, anchor and position reinforcing bar straight down is being equipped on the position of lateral stressed reinforcing bar, the surrounding of the stirrup, lateral stressed reinforcing bar and anchor and position reinforcing bar and internal wrapped up by concrete are filled, and rectangular parallelepiped structure is formed；It is equipped with tongue and groove in the lower section both sides of concrete sealing prefabricated components, for splicing by tongue and groove between cast-in-place concrete.The utility model uses sealing tongue and groove precast concrete, using Bar Anchorage in cast-in-place concrete floor, ensure concrete sealing prefabricated components vertically and horizontally, the larger positioning of difficulty and template construction technique make when not only saving site operation, it ensure that the quality of concrete sealing, effectively solve the leakage problem of toilet, simple in structure, easy for construction, energy conservation and environmental protection.
Description
Technical field
The utility model is related to a kind of construction component more particularly to a kind of it is set between toilet wall and floor
Sealing counnter attack bank leaks prefabricated components.
Background technology
In residential housing, toilet external wall waterproof problem is the problem in life, and toilet concrete waterstop member exists
Construction quality can effectively solve seepage in toilet water problems, since the difficulty of construction of toilet concrete sealing prefabricated components is big,
Construction quality is difficult control to conforming to quality requirements.
Once property molding pours the form of construction work of toilet concrete sealing prefabricated components and first to pour build floor secondary again
Pour two kinds, the good water-proof effect of one-time-concreting, but construction technology be difficult control in place, be susceptible to offset and spillage；It is secondary
Although it is simple to pour construction technology, molding effect is undesirable, and easy tos produce concrete binding site leakage problem.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of prefabricated structure of toilet concrete sealing
Part can not only solve the problems, such as that toilet concrete sealing prefabricated components formwork positioning is difficult, but also can guarantee construction quality, have
Effect solves the phenomenon that seepage in toilet water problems.
To achieve the above object, the utility model uses following technical scheme：A kind of prefabricated structure of toilet concrete sealing
Part is by stirrup, lateral stressed reinforcing bar, anchor and position reinforcing bar and coagulation local soil type at wherein lateral stressed reinforcing bar is laterally distributed in stirrup
Four angles on, be equipped with anchor and position reinforcing bar straight down on the position of lateral stressed reinforcing bar, the stirrup,
The surrounding and internal wrapped up by concrete of lateral stressed reinforcing bar and anchor and position reinforcing bar are filled, and rectangular parallelepiped structure is formed；Mixed
The lower section both sides of solidifying soil sealing prefabricated components are equipped with tongue and groove, for being spliced by tongue and groove between cast-in-place concrete.
The utility model generate advantageous effect be：The utility model uses sealing tongue and groove precast concrete, utilizes
Bar Anchorage ensures concrete sealing prefabricated components vertically and horizontally in cast-in-place concrete floor, not only saves scene and applies
The larger positioning of working hour difficulty and template construction technique make, and ensure that the quality of concrete sealing, effectively solve toilet
Leakage problem, simple in structure, easy for construction, energy conservation and environmental protection.
Description of the drawings
Fig. 1 is the sectional view of the utility model；
Fig. 2 is the vertical view of the utility model；
Fig. 3 is the cross section structure schematic diagram of the installation of the utility model；
Fig. 4 is the structural schematic diagram for lifting steel hoop.
In attached drawing：1, concrete, 2, stirrup, 3, lateral stressed reinforcing bar, 4, anchor and position reinforcing bar, 5, lifting steel hoop,
6, tongue and groove, 7, floorslab concrete component.
Specific implementation mode
Here is that specification and specific implementation is combined to further illustrate the utility model.
The utility model is using index bed toilet as unit, according to the principle that design feature and size make, same type
Component be unified into a type, component diagram is drawn, convenient for standardized production, installation and quality control.
As depicted in figs. 1 and 2, the utility model is a kind of toilet concrete sealing prefabricated components, and the component is by coagulation
Soil 1, stirrup 2, lateral stressed reinforcing bar 3 and anchor and position reinforcing bar 4 form.Stirrup is wherein equipped with inside concrete sealing prefabricated components
2 and lateral stressed reinforcing bar 3, stirrup 2 is that annular is arranged, and lateral stressed reinforcing bar 3 is horizontally set on four angles of stirrup 2.Mixed
Two rows of anchor and position reinforcing bars 4 are arranged below in solidifying soil sealing prefabricated components, and spacer bar upper vertical is embedded in prefabricated components, lower part
Keep horizontal, the reinforcing bar of two rows of spacer bars is anchored directly in floor, for positioning and reinforced concrete sealing prefabricated components
With floor.
As shown in figure 4, the lifting steel hoop 5 of " Ω " shape is provided on four angles of concrete sealing prefabricated components,
Mainly lifting concrete sealing prefabricated components are installed and used.Both sides are equipped with tongue and groove 6 below concrete sealing prefabricated components, pass through
Tongue and groove 6 and floorslab concrete component 7 splice, and can increase globality, the adaptation between floor and concrete sealing prefabricated components,
Solve periphery leakage.Position correction is carried out after the completion of concrete sealing prefabricated part hanging, has padded the cover to reinforcement in floor face,
It is cast-in-place can just floor to be carried out after the assay was approved.
If Fig. 1 and Fig. 3 can also be seen that the reinforcing bar passed through anchor and position reinforcing bar 4 in floorslab concrete component 7, make to mix
Solidifying soil sealing prefabricated components are installed on the position marked on floorslab concrete component 7, and check the verticality of anchor and position reinforcing bar 4
And levelness, ensure that deviation does not occur in the positioning of concrete sealing prefabricated components, it will be on the tongue and groove 6 of concrete sealing prefabricated components
Edge is floor face absolute altitude, increases the globality just conjunction property between prefabricated components and floorslab concrete component 7, finally carries out floor
Pour, the prefabricated anti-bank in toilet is connected with floor by anchor and position reinforcing bar 4.
The utility model just meets place with cast-in-place concrete using fixed form, reinforcing bar binding, C25 concrete prefabricated elements
By the way of reserved tongue and groove 6, component conservation intensity reaches 80% use and hangs installation.
The utility model effective solution infiltration phenomenon of toilet, avoids deviation, account mould, concrete formation quality
Difference, door opening is fragile when form removal, arrisdefect, and reduction does over again, the amount of reprocessing, and has saved artificial, material, has reduced construction cost；It reduces
Construction quality disadvantage achieves preferable economic benefit, improves engineering production efficiency, accelerates construction progress, improve building
Quality and performance reduce engineering and complain, achieve good social benefit.
The utility model is the standardization of component and the unitized standardization and sequencing for being doomed site operation, makes construction
Become more convenient operation, worker is enable more preferably to understand construction main points and installation method faster.Using index bed toilet as unit,
The principle made according to design feature and size.The component of same type is unified into a type, is made and is given birth to of fixed form
Production, installation and quality control.After the installation of flange prefabricated components with floor is whole pours, one-pass molding, and health can be solved at all
Between percolating water below wall and the common quality defect that gets damp.
Claims (1)
1. a kind of toilet concrete sealing prefabricated components, it is characterised in that：By stirrup, lateral stressed reinforcing bar, anchor and position steel
Muscle and coagulation local soil type are at wherein lateral stressed reinforcing bar is laterally distributed on four angles of stirrup, perpendicular to lateral stressed reinforcing bar
Position be equipped with anchor and position reinforcing bar straight down, the stirrup, lateral stressed reinforcing bar and anchor and position reinforcing bar four
Week and internal wrapped up by concrete are filled, and rectangular parallelepiped structure is formed；It is equipped in the lower section both sides of concrete sealing prefabricated components
Tongue and groove, for being spliced by tongue and groove between cast-in-place concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721791570.2U CN207633546U (en) | 2017-12-20 | 2017-12-20 | Toilet concrete sealing prefabricated components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721791570.2U CN207633546U (en) | 2017-12-20 | 2017-12-20 | Toilet concrete sealing prefabricated components |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207633546U true CN207633546U (en) | 2018-07-20 |
Family
ID=62852829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721791570.2U Active CN207633546U (en) | 2017-12-20 | 2017-12-20 | Toilet concrete sealing prefabricated components |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207633546U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258602A (en) * | 2019-06-27 | 2019-09-20 | 中铁第四勘察设计院集团有限公司 | Prefabricated water-blocking bank segment, the construction method from wall discharge structure and from wall ditch |
| CN110735485A (en) * | 2019-09-16 | 2020-01-31 | 浙江绿筑集成科技有限公司 | Construction method of precast concrete guide walls |
| CN110777977A (en) * | 2019-11-06 | 2020-02-11 | 深圳市正知建筑技术有限公司 | Outer wall assembly structure of assembly type building and construction method thereof |
-
2017
- 2017-12-20 CN CN201721791570.2U patent/CN207633546U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258602A (en) * | 2019-06-27 | 2019-09-20 | 中铁第四勘察设计院集团有限公司 | Prefabricated water-blocking bank segment, the construction method from wall discharge structure and from wall ditch |
| CN110735485A (en) * | 2019-09-16 | 2020-01-31 | 浙江绿筑集成科技有限公司 | Construction method of precast concrete guide walls |
| CN110777977A (en) * | 2019-11-06 | 2020-02-11 | 深圳市正知建筑技术有限公司 | Outer wall assembly structure of assembly type building and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xing Huijuan Inventor after: Chen Kun Inventor after: Liu Shuhui Inventor after: Zhang Hui Inventor after: Li Linge Inventor after: Xie Hao Inventor after: Cheng Wei Inventor before: Xing Huijuan Inventor before: Chen Kun Inventor before: Liu Shuhui Inventor before: Zhang Hui Inventor before: Li Linge Inventor before: Xie Hao Inventor before: Cheng Wei |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190114 Address after: 450000 Zhengzhou Free Trade Experimental Zone, Zhengzhou, Henan Province, No. 302, 3rd floor, Unit 1, 22 Xingrong Street, Zhengzhou District (Zhengdong) Patentee after: Henan Juyu Sailing Engineering Technology Consulting Co., Ltd. Address before: 466700 No. 244 Huangji Village, Huangji Township, Huaiyang County, Zhoukou City, Henan Province Patentee before: Chen Kun |
|
| TR01 | Transfer of patent right |