CN206607873U - A kind of pre-buried structure of anti-dropout - Google Patents
A kind of pre-buried structure of anti-dropout Download PDFInfo
- Publication number
- CN206607873U CN206607873U CN201720102563.0U CN201720102563U CN206607873U CN 206607873 U CN206607873 U CN 206607873U CN 201720102563 U CN201720102563 U CN 201720102563U CN 206607873 U CN206607873 U CN 206607873U
- Authority
- CN
- China
- Prior art keywords
- built
- fitting
- eaves board
- concrete floor
- buried structure
- 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
- 238000007789 sealing Methods 0.000 claims description 12
- 239000000853 adhesive Substances 0.000 claims description 9
- 230000001070 adhesive effect Effects 0.000 claims description 9
- 230000007812 deficiency Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000167854 Bourreria succulenta Species 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
The utility model overcomes the deficiency of prior art presence there is provided a kind of pre-buried structure of anti-dropout, and the pre-buried structure will not only come off out of concrete floor, and can play and prevent the leakage problems between concrete floor and built-in fitting;In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is:A kind of pre-buried structure of anti-dropout, including concrete floor and built-in fitting, the built-in fitting is in cylindrical cylinder, the upper end of the built-in fitting is provided with a circular eaves board, the eaves board is sleeved on the upper end of built-in fitting, and the upper surface of the eaves board is flushed with the upper surface of built-in fitting, the built-in fitting and eaves board are embedded into concrete floor together, and upper surface and the upper planes align of concrete floor of eaves board;The utility model can be widely applied to floor built-in fitting field.
Description
Technical field
A kind of pre-buried structure of anti-dropout of the utility model, belongs to floor built-in fitting technical field.
Background technology
In floor construction work progress, the seepage at sewer pipeline of toilet is relatively common common quality defect, at present
Structure construction at this, is not all subject to the construction method and related measure of detailed system in scheme or on drawing either, applies
Work workman and related management personnel are constructed with the construction experience of oneself more, and construction method is simple and crude, while wasting time and energy, and oozes
Leakage problem is also the failure to substantial elimination.
Traditional construction passes through the mode reserving hole frequently with artificial molding, after band is installed, recycle artificial molding and
The mode that iron wire hangs mould blocks reserving hole.Or first not reserving hole, treat to carry out building using machinery after the completion of concreting
The mode of plate perforation sets hole, after concreting after sewer pipe is installed at hole, is dug, noted again
Slurry, filling chink, consume substantial amounts of manpower and materials.Above two method, the problem of there is seepage, and concrete are dry
During dry, because its own has shrinkage character, built-in fitting is caused to be come off from concrete floor so that built-in fitting loses it
Function.
Utility model content
The utility model overcomes the deficiency of prior art presence there is provided a kind of pre-buried structure of anti-dropout, and this is pre-buried
Structure will not only come off out of concrete floor, and can play prevents the seepage between concrete floor and built-in fitting from asking
Topic.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is:A kind of pre-buried structure of anti-dropout,
Including concrete floor and built-in fitting, the built-in fitting is in the cylinder of cylinder, and the upper end of the built-in fitting is provided with a circle
The eaves board of ring-type, the eaves board is sleeved on the upper end of built-in fitting, and the upper surface of the eaves board is flushed with the upper surface of built-in fitting,
The built-in fitting and eaves board are embedded into concrete floor together, and the upper surface of eaves board and the upper plane of concrete floor are neat
It is flat.
The eaves board is welded on built-in fitting, or is integrally formed with built-in fitting.
Sealing ring is provided with the downside of the eaves board.
Adhesive linkage is provided with the downside of the sealing ring.
The lateral surface of the eaves board and sealing ring is provided with adhesive linkage.
The utility model has an advantageous effect in that compared with prior art:The utility model sets eaves in built-in fitting upper end
Plate, and built-in fitting and eaves board are integrally embedded into concrete floor, concrete floor is prevented in the drying process, due to shrinking
And built-in fitting leaks down, and because the eaves board of built-in fitting upper end so that water will not be directly from built-in fitting and concrete floor
Between gap in seepage, it is to avoid seepage between built-in fitting and concrete floor, then sealing ring is set on the downside of eaves board,
And be bonded by adhesive linkage, further enhance antiseep effect.
Brief description of the drawings
The utility model is described further below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model.
In figure:1 it is concrete floor, 2 be built-in fitting, 3 be eaves board, 4 be sealing ring, 5 is adhesive linkage.
Embodiment
As shown in figure 1, a kind of pre-buried structure of anti-dropout of the utility model, including concrete floor 1 and built-in fitting 2, institute
Cylinder of the built-in fitting 2 in cylinder is stated, the upper end of the built-in fitting 2 is provided with a circular eaves board 3,3 sets of the eaves board
Upper surface mounted in the upper end of built-in fitting 2, and the eaves board 3 is flushed with the upper surface of built-in fitting 2, the built-in fitting 2 and eaves board 3
It is embedded into together in concrete floor 1, and upper surface and the upper planes align of concrete floor 1 of eaves board 3.
The eaves board 3 is welded on built-in fitting 2, or is integrally formed with built-in fitting 2.
The downside of the eaves board 3 is provided with sealing ring 4.
The downside of the sealing ring 4 is provided with adhesive linkage 5.
The lateral surface of the eaves board 3 and sealing ring 4 is provided with adhesive linkage 5.
The utility model sets eaves board 3 in the upper end of built-in fitting 2, and built-in fitting 2 and eaves board 3 are integrally embedded into concrete building
In layer 1, place concrete floor 1 in the drying process, built-in fitting 2 is leaked down due to contraction, and because on built-in fitting 2
The eaves board 3 at end so that water will not seepage in the gap directly between built-in fitting 2 and concrete floor 1, it is to avoid built-in fitting 2
With the seepage between concrete floor 1, sealing ring 4 then is set in the downside of eaves board 3, and is bonded by adhesive linkage 5, enters one
Step strengthens antiseep effect.
Embodiment of the present utility model is explained in detail above in conjunction with accompanying drawing, but the utility model is not limited to
Embodiment is stated, in the knowledge that those of ordinary skill in the art possess, the utility model objective can also not departed from
On the premise of various changes can be made.
Claims (5)
1. a kind of pre-buried structure of anti-dropout, it is characterised in that including concrete floor(1)And built-in fitting(2), the built-in fitting
(2)For in the cylinder of cylinder, the built-in fitting(2)Upper end be provided with a circular eaves board(3), the eaves board(3)
It is sleeved on built-in fitting(2)Upper end, and the eaves board(3)Upper surface and built-in fitting(2)Upper surface flush, the built-in fitting
(2)And eaves board(3)Concrete floor is embedded into together(1)It is interior, and eaves board(3)Upper surface and concrete floor(1)It is upper flat
Face is flushed.
2. a kind of pre-buried structure of anti-dropout according to claim 1, it is characterised in that the eaves board(3)It is welded on pre-
Embedded part(2)On, or and built-in fitting(2)It is integrally formed.
3. a kind of pre-buried structure of anti-dropout according to claim 1 or 2, it is characterised in that the eaves board(3)Downside
It is provided with sealing ring(4).
4. a kind of pre-buried structure of anti-dropout according to claim 3, it is characterised in that the sealing ring(4)Downside
It is provided with adhesive linkage(5).
5. a kind of pre-buried structure of anti-dropout according to claim 4, it is characterised in that the eaves board(3)And sealing ring
(4)Lateral surface be provided with adhesive linkage(5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720102563.0U CN206607873U (en) | 2017-02-01 | 2017-02-01 | A kind of pre-buried structure of anti-dropout |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720102563.0U CN206607873U (en) | 2017-02-01 | 2017-02-01 | A kind of pre-buried structure of anti-dropout |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206607873U true CN206607873U (en) | 2017-11-03 |
Family
ID=60167861
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720102563.0U Active CN206607873U (en) | 2017-02-01 | 2017-02-01 | A kind of pre-buried structure of anti-dropout |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206607873U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110847392A (en) * | 2019-11-26 | 2020-02-28 | 上海品宅装饰科技有限公司 | Construction method for splicing waterproof chassis |
CN113530151A (en) * | 2021-06-29 | 2021-10-22 | 大荣建设集团有限公司 | Construction method for vertical pipeline of segmented and assembled high-rise building pipe well |
-
2017
- 2017-02-01 CN CN201720102563.0U patent/CN206607873U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110847392A (en) * | 2019-11-26 | 2020-02-28 | 上海品宅装饰科技有限公司 | Construction method for splicing waterproof chassis |
CN113530151A (en) * | 2021-06-29 | 2021-10-22 | 大荣建设集团有限公司 | Construction method for vertical pipeline of segmented and assembled high-rise building pipe well |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106544961A (en) | A kind of distress in concrete blocking method | |
CN207231732U (en) | A kind of assembled piping lane joint waterproofing test device | |
CN203222815U (en) | Composite basement-structure exterior wall construction formed by utilizing underground diaphragm wall | |
CN105862873A (en) | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit | |
CN105201025B (en) | Basement waterproof structure and construction method thereof | |
CN105220713A (en) | The waterproof construction of outer wall of basement settlement joint | |
CN111473165A (en) | Waterproof structure of superimposed sheet and PVC water piping connection department | |
CN206607873U (en) | A kind of pre-buried structure of anti-dropout | |
CN106013471A (en) | Anti-seepage construction method for expansion joint | |
CN102367735B (en) | Back-to-back waterstop installation equipment for tunnel construction joint | |
CN104047423B (en) | A kind of mould and construction method of wearing the accurate reserved opening of flooring plate | |
CN203977368U (en) | Pressure-bearing reinforced concrete structure leakage repair device | |
CN206599776U (en) | Junction block for buried waterproof steel plate in diaphram wall | |
CN203176574U (en) | Seepage resistant convenient concrete layer drainage pipe connecting embedding device | |
CN107514150A (en) | A kind of construction technology of utilization space displacement method reconstruction Durable Water Repellant | |
CN204420369U (en) | A kind of linkage structure of large-caliber drainage pipeline | |
CN203549141U (en) | Novel floor slab sleeve | |
CN215635443U (en) | Water-proof structure for hanging hole of drain pipe and floor slab | |
CN214575693U (en) | Plugging die for reserved holes of pipelines | |
CN212868781U (en) | Waterproof structure of superimposed sheet and PVC water piping connection department | |
CN203403445U (en) | Steel sleeve used for plugging basement tube well | |
CN205242454U (en) | Underground concrete structure expansion joint administration structure | |
CN211172078U (en) | An assembled waterproof hook | |
CN107975189A (en) | A kind of roof structure and its crack repairing method | |
CN104975623A (en) | Non-excavation leaking inspection well repairing method and repairing structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 650000 301 rooms, Beijing Road Garden, No. 517, Baiyun Road, Panlong District, Kunming, Yunnan Patentee after: Haina Ming Chuan Construction Engineering Co., Ltd. Address before: No. 203, No. 203, Beijing Road Garden, No. 517, Baiyun Road, Kunming, Kunming, Yunnan Patentee before: Yunnan Ming Chuan Environmental Engineering Co., Ltd. |