CN209585391U - Concrete floor - Google Patents
Concrete floor Download PDFInfo
- Publication number
- CN209585391U CN209585391U CN201822066268.1U CN201822066268U CN209585391U CN 209585391 U CN209585391 U CN 209585391U CN 201822066268 U CN201822066268 U CN 201822066268U CN 209585391 U CN209585391 U CN 209585391U
- Authority
- CN
- China
- Prior art keywords
- sealing cylinder
- cylinder
- sleeve
- concrete floor
- sealing
- 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.)
- Expired - Fee Related
Links
- 238000007789 sealing Methods 0.000 claims abstract description 76
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 42
- 239000004746 geotextile Substances 0.000 claims description 17
- 238000001914 filtration Methods 0.000 claims description 8
- 238000004804 winding Methods 0.000 claims description 4
- 239000000565 sealant Substances 0.000 claims description 2
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 4
- 239000012466 permeate Substances 0.000 description 4
- 230000004888 barrier function Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229920000297 Rayon Polymers 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004588 polyurethane sealant Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Abstract
The utility model relates to concrete floors, including floor and the pre-buried drainpipe being threaded through on floor, sleeve is socketed with outside pre-buried drainpipe, the inner sidewall of sleeve is bonded pre-buried drainpipe, sleeve periphery is circumferentially with external screw thread around it, bush whorl is connected with the sealing cylinder of the H-shaped setting in section, sealing cylinder is arranged in top end opening, lower end closed, sealing cylinder includes inner cylinder, outer cylinder and the stripper loop being connected between inner barrel and outer barrel, perforation is provided with limbers on stripper loop, and the bottom end of sealing cylinder is communicated with outlet pipe.By the way that sealing cylinder is arranged, the water penetrated at sealing cylinder is obstructed the top end in sealing cylinder by sealing cylinder, partial water infilters in cavity from limbers, is then discharged from water outlet pipe part, so that the phenomenon that junction of pre-buried drainpipe and concrete floor is less prone to infiltration.
Description
Technical field
The utility model relates to the technical fields of building floor, more particularly, to concrete floor.
Background technique
Current high-rise building builds the access generally between the main sewer and floor being threaded through between each floor
Drainpipe connection in house, so the design installation of supplying drainage is essential.
The connection type of existing main sewer are as follows: when pouring, a first pre-buried drainpipe, after thoroughly being dried to floor,
It reconnects, lower drainage pipe, then the junction progress of supplying drainage is secondary again pours, so that the junction of supplying drainage is steady
Gu, sealing.
Prior art among the above has the following deficiencies: carries out secondary casting concrete, coagulation at supplying drainage
The frequent defective tightness in the junction of Tulou plate and supplying drainage, the phenomenon that will appear leak often, so that going out between floor up and down
It the phenomenon that existing leak, needs to improve this.
Utility model content
The purpose of the utility model is to provide concrete floor, the effect with supplying drainage and floor junction antileaking
Fruit.
The above-mentioned purpose of the utility model has the technical scheme that
Concrete floor is socketed with outside the pre-buried drainpipe including floor and the pre-buried drainpipe being threaded through on floor
The inner sidewall of sleeve, the sleeve is bonded the pre-buried drainpipe, and the sleeve periphery is circumferentially with external screw thread, the set around it
Cylinder be threaded with section be in H font setting sealing cylinder, the sealing cylinder in top end opening, lower end closed be arranged, it is described only
Water drum includes inner cylinder, outer cylinder and the stripper loop being connected between inner barrel and outer barrel, and perforation is provided with limbers on the stripper loop,
The bottom end of the sealing cylinder is communicated with outlet pipe.
By using above-mentioned technical proposal, when pre-buried drainpipe, first sleeve is socketed on pre-buried drainpipe, sleeve
It is fixed with pre-buried drainpipe, sealing cylinder is then threadedly connected to sleeve, so that it is fixed with sleeve, then at the bottom of sealing cylinder
Portion is connected to outlet pipe, connect at one end of outlet pipe and indoor drainage.Sleeve is Nian Jie with pre-buried drainpipe, so that water not easily passs through
The junction of sleeve and pre-buried drainpipe is permeated between two floors.When there is water to be seeped at sealing cylinder, sealing cylinder plays water
To the effect of barrier, so that water is not easy to permeate floor from the junction of concrete floor and pre-buried drainpipe.Inner barrel and outer barrel it
Between be surrounded by cavity, when being flowed into from water is from limbers in the cavity of sealing cylinder, from be connected to cavity water outlet pipe part discharge, make
It obtains water to be not easy to accumulate in sealing cylinder, influences the performance of the collection water of sealing cylinder.The secondary coagulation that when pouring, stripper loop will be poured
Soil is blocked at stripper loop, is not easy to drain to sealing cylinder bottom end, is influenced the drainage performance of its bottom end.
The utility model is further arranged to: the top of the sealing cylinder be higher than the sleeve top, the inner cylinder with
The pre-buried drainpipe of spaced winding of the pre-buried drainpipe is circumferentially covered with waterproof sealing glue-line.
By using above-mentioned technical proposal, waterproof sealing glue-line is covered on the top of inner cylinder and pre-buried drainpipe, so that
The junction of sleeve and inner cylinder keeps good leakproofness, so that water is not easy to permeate from the junction of sealing cylinder and sleeve.
The utility model is further arranged to: the threaded connection place of the sealing cylinder and the sleeve is equipped with mackintosh.
By using above-mentioned technical proposal, mackintosh flexible is when sealing cylinder is connected with bush whorl by the two folder
Pressure, mackintosh generate deformation, so that is connected between sealing cylinder and sleeve is even closer secured.Mackintosh has certain
Waterproof effect ensure that the leakproofness of the junction of the two so that water is not easy to permeate from the junction of sealing cylinder and sleeve.
The utility model is further arranged to: the stripper loop favours the inner cylinder setting.
By using above-mentioned technical proposal, the stripper loop being obliquely installed gathers the water being seeped at stripper loop point
The lowest part of spacer ring, then be discharged in the cavity of sealing cylinder from the limbers being arranged on stripper loop, so that the water on stripper loop
Product is not easy on stripper loop.
The utility model is further arranged to: the bottom end of the sealing cylinder favours inner cylinder setting, the outlet pipe connection
In the lowest part of the sealing cylinder.
By using above-mentioned technical proposal, the bottom end of sealing cylinder, which is obliquely installed, allows the water being seeped into cavity minimum
Place's aggregation, is then discharged again from water outlet pipe part, so that water is not easy to accumulate in the cavity of sealing cylinder, influences the water-impervious of sealing cylinder
Function.
The utility model is further arranged to: the limbers is uniformly arranged along the circumferential direction of the stripper loop.
By using above-mentioned technical proposal, the limbers being uniformly arranged makes the water being seeped at stripper loop each section can be from
Drain at limbers herein, so that water is not easy to accumulate on stripper loop, causes overstocking for water.
The utility model is further arranged to: the top surface of the stripper loop is equipped with filtration members.
By using above-mentioned technical proposal, when secondary casting concrete, the concrete poured is easy to enter from limbers
Into the cavity of the bottom end of sealing cylinder, concrete block in cavity fills up cavity, so that penetrating into water at sealing cylinder not
It being easily discharged by outlet pipe, and then influences the water stopping function of sealing cylinder, filtration members are set, concrete is blocked in filtration members,
So that its inside for being not easily accessible sealing cylinder, sealing cylinder can keep the performance of good sealing.
The utility model is further arranged to: the filtration members are geotextiles.
By using above-mentioned technical proposal, geotextiles have good isolation performance to concrete, have to water good
Water penetration, when carrying out secondary pour, concrete is isolated in geotextile layer, and water can penetrate into from geotextiles
The bottom end of sealing cylinder allows part to be seeped into the water that sealing cylinder goes out and is smoothly discharged from its bottom end.
The utility model is further arranged to: being covered with wire netting in the geotextiles.
By using above-mentioned technical proposal, geotextiles are easy to happen displacement under the shock of concrete in secondary pour
Phenomenon, wire netting have the function of positioning to geotextiles, allow secondary pour so that geotextiles keep being fitted in stripper loop
On.
In conclusion the advantageous effects of the utility model are as follows:
1. penetrating into top end of the water by the barrier of sealing cylinder in sealing cylinder at sealing cylinder, part by setting sealing cylinder
Water infiltered in cavity from limbers, then from water outlet pipe part be discharged so that the connection of pre-buried drainpipe and concrete floor
Place is less prone to the phenomenon that infiltration；
2. by the way that stripper loop to be obliquely installed, so that the water being seeped on stripper loop is not easy to accumulate on stripper loop；
3., so that concrete is not easily accessible the bottom end of sealing cylinder when carrying out secondary pour, being blocked up by setting geotextiles
Fill in the interior cavity of sealing cylinder.
Detailed description of the invention
Fig. 1 is the diagrammatic cross-section of the present embodiment；
Fig. 2 is the enlarged diagram of A in Fig. 1；
Fig. 3 is that the present embodiment stops water drum explosive view.
In figure, 1, pre-buried drainpipe；2, sleeve；3, sealing cylinder；31, inner cylinder；32, outer cylinder；33, stripper loop；4, outlet pipe；
5, waterproof sealing glue-line；6, mackintosh；7, limbers；8, geotextiles；9, wire netting；10, cavity；11, floor.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to Figures 1 and 2, it is concrete floor disclosed by the utility model, including floor and is threaded through cutting on floor
The pre-buried drainpipe 1 of face setting cylindrical, pre-buried drainpipe 1 are socketed with the sleeve 2 being arranged in hollow cylindrical, sleeve 2 outside
Inner sidewall be bonded the lateral wall of pre-buried drainpipe 1, by being adhesively fixed between pre-buried drainpipe 1 and sleeve 2.Outside sleeve 2
Side wall is equipped with external screw thread, and the sealing cylinder 3 in the setting of H font is threaded on sleeve 2.
Sealing cylinder 3 is in bottom end closure, top end opening setting.
Sealing cylinder 3 is by inner cylinder 31, outer cylinder 32 and the stripper loop in annulus setting being fixed between inner cylinder 31 and outer cylinder 32
33 compositions, stripper loop 33 are located at the medium position of sealing cylinder 3, and the inner sidewall of inner cylinder 31 is equipped with internal screw thread, inner cylinder 31 and sleeve 2
It is threadedly coupled.The bottom end of sealing cylinder 3 is surrounded by a cavity 10 by inner cylinder 31, outer cylinder 32 and stripper loop 33.Stripper loop 33 favours
Inner cylinder 31 is arranged.
The bottom angled of sealing cylinder 3 is arranged in inner cylinder 31, the inclined direction of 3 bottom of sealing cylinder and the inclination angle of stripper loop 33
Degree is connect on the contrary, the lowest part of sealing rod is communicated with an outlet pipe 4 at one end of outlet pipe 4 and indoor drainage.
The top of inner cylinder 31 is higher than the top of sleeve 2, the pre-buried drainpipe of spaced winding on the top of inner cylinder 31 and pre-buried drainpipe 1
1 circumferential direction is covered with waterproof sealing glue-line 5, and in the present embodiment, waterproof sealing glue-line 5 is that polyurethane sealant is laid.
Referring to Fig. 3, there is mackintosh 6 along the circumferentially fixed of inner cylinder 31 between inner cylinder 31 and sleeve 2.
Circumferential direction on stripper loop 33 around inner cylinder 31 is uniformly through with several limbers 7, the top surface covering on stripper loop 33
Circumferential direction around stripper loop 33 is provided with filtration members.
Filtration members are geotextiles 8, are covered with wire netting 9 in geotextiles 8.
The implementation principle of the present embodiment are as follows:
When pre-buried drainpipe 1, first sleeve 2 and pre-buried drainpipe 1 are adhesively fixed with viscose glue, in the periphery of sleeve 2
Then sealing cylinder 3 is threadedly coupled by mackintosh 6 in winding with sleeve 2 again, mackintosh 6 make sleeve 2 and sealing cylinder 3 it
Between connect even closer.It is applied between inner cylinder 31 and pre-buried drainpipe 1 and spreads waterproof gasket cement, waterproof gasket cement forms waterproof
Sealant layer 5 further enhances junction between 2 top of inner cylinder 31 and sleeve and seals by smearing waterproof sealing glue-line 5
Property, so that water is not easy the threaded connection place penetrated between inner cylinder 31 and sleeve 2.
Place geotextiles 8 and wire netting 9 respectively on stripper loop 33, by place geotextiles 8 so that it is secondary pour it is mixed
When solidifying soil, concrete is not easy to fall in cavity 10 from limbers 7, so that water agglomerates in cavity 10, influences water from outlet pipe 4
Place's discharge, wire netting 9 allow what when pouring geotextiles 8 consolidated to be placed on stripper loop 33.In the lowest part of sealing cylinder 3
It is connected to outlet pipe 4, the water entered in cavity 10 is timely discharged by outlet pipe 4, it then can be in pre-buried row
Carried out between water pipe 1 and floor it is secondary pour, the concrete poured is deposited in the top surface of stripper loop 33, inner cylinder 31 and outer cylinder 32 and encloses
At space in.
By the way that sealing cylinder 3 is arranged, when the junction infiltration between pre-buried drainpipe 1 and concrete floor, water is by sealing
Concrete of 3 barrier of cylinder on the top surface of sealing cylinder 3, the water penetration sealing cylinder 3 of part enters in cavity 10 from limbers 7,
Then it is discharged from outlet pipe 4, so that water is not easy to permeate floor, causes indoor water-leakage.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (9)
1. concrete floor, including floor and the pre-buried drainpipe (1) being threaded through on floor, it is characterised in that: the pre-buried row
It is socketed with sleeve (2) outside water pipe (1), the inner sidewall of the sleeve (2) is bonded the pre-buried drainpipe (1), and the sleeve (2) is outside
Week is circumferentially with external screw thread around it, and the sleeve (2) is threaded with the sealing cylinder (3) of the H-shaped setting in section, the sealing cylinder
(3) it is arranged in top end opening, lower end closed, the sealing cylinder (3) includes inner cylinder (31), outer cylinder (32) and is connected to inner cylinder (31)
Stripper loop (33) between outer cylinder (32) is penetrated through on the stripper loop (33) and is provided with limbers (7), the sealing cylinder (3)
Bottom end be communicated with outlet pipe (4).
2. concrete floor according to claim 1, it is characterised in that: the top of the sealing cylinder (3) is higher than the set
The pre-buried drainpipe of spaced winding (1) of the top of cylinder (2), the inner cylinder (31) and the pre-buried drainpipe (1) is circumferentially covered with waterproof
Sealant layer (5).
3. concrete floor according to claim 2, it is characterised in that: the spiral shell of the sealing cylinder (3) and the sleeve (2)
Line junction is equipped with mackintosh (6).
4. concrete floor according to claim 1, it is characterised in that: the stripper loop (33) favours the inner cylinder
(31) it is arranged.
5. concrete floor according to claim 1, it is characterised in that: the bottom end of the sealing cylinder (3) favours inner cylinder
(31) it is arranged, the outlet pipe (4) is connected to the lowest part of the sealing cylinder (3).
6. concrete floor according to claim 1, it is characterised in that: the limbers (7) is along the stripper loop (33)
Circumferential direction be uniformly arranged.
7. concrete floor according to claim 1, it is characterised in that: the top surface of the stripper loop (33) is equipped with filtering
Part.
8. concrete floor according to claim 7, it is characterised in that: the filtration members are geotextiles (8).
9. concrete floor according to claim 8, it is characterised in that: be covered with wire netting on the geotextiles (8)
(9)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822066268.1U CN209585391U (en) | 2018-12-08 | 2018-12-08 | Concrete floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822066268.1U CN209585391U (en) | 2018-12-08 | 2018-12-08 | Concrete floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209585391U true CN209585391U (en) | 2019-11-05 |
Family
ID=68348692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822066268.1U Expired - Fee Related CN209585391U (en) | 2018-12-08 | 2018-12-08 | Concrete floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209585391U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113026972A (en) * | 2021-04-07 | 2021-06-25 | 海南科技职业大学 | One-time embedded water stop joint for drainage of constructional engineering and construction method thereof |
-
2018
- 2018-12-08 CN CN201822066268.1U patent/CN209585391U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113026972A (en) * | 2021-04-07 | 2021-06-25 | 海南科技职业大学 | One-time embedded water stop joint for drainage of constructional engineering and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191105 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |