CN102127920A - Waterlogging draining method between floors - Google Patents
Waterlogging draining method between floors Download PDFInfo
- Publication number
- CN102127920A CN102127920A CN 201010501707 CN201010501707A CN102127920A CN 102127920 A CN102127920 A CN 102127920A CN 201010501707 CN201010501707 CN 201010501707 CN 201010501707 A CN201010501707 A CN 201010501707A CN 102127920 A CN102127920 A CN 102127920A
- Authority
- CN
- China
- Prior art keywords
- drain header
- ponding
- water pipe
- floor
- branch row
- 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.)
- Pending
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The invention relates to the field of waterlogging drainage and provides a waterlogging draining method between floors, which ensures to rapidly drain waterlogging and effectively prevent return overflow of sewage and ensures convenience of maintenance to solve the technical problem. A drainage header pipe is arranged between floors, and an installation part between the drainage header pipe and the floors prevents waterlogging infiltration through seal treatment; and a water outlet is formed on the drainage header pipe, the waterlogging on the floor is introduced into the drainage header pipe for discharge through the water outlet, and the waterlogging infiltration between floors is prevented; moreover, a branch drainage pipe which is communicated with the drainage header pipe is arranged, and a water outlet is formed on the branch drainage pipe, so that a certain distance is formed between the water outlet and the drainage header pipe. Due to the independently arranged branch drainage pipe provided with the water outlet, the waterlogging can be more rapidly collected and drained, and the maintenance is convenient.
Description
Technical field
The present invention relates to ponding discharging field, be specifically related to a kind of anti-discharge method of ponding of floor gap.
Background technology
At present, the washroom infiltration is the disadvantage that occurs easily in the construction, mainly be because the interior antiseep treatment measures of caisson adopt stifled mode always, as shown in Figure 1, a steel sleeve pipe or plastics seal ring are installed in the concrete floor preformed hole, the floor bottom is loaded onto plank and is fixed, water puddling in fact with pea gravel concreten, a circle waterproofing materials sealing is done with cement anti-seepage mortar pressure surface in caisson concrete floor inwall and bottom after the initial set around pipeline, prevents that caisson ponding from flowing to lower floor along tube wall.But caisson ponding can occur owing to ooze under the pipeline infiltration or the surface water, after ponding acquires a certain degree, common washroom seepage phenomenon can occur.
The applicant is in Chinese patent CN201512836U, a kind of improved washroom ponding dewatering installation is provided, by the position of passing the caisson concrete floor at drain header one ponding draining joint is set, and save a side in the ponding draining ponding outfall is set, by the ponding outfall is shifted out from drain header, the bigger space that holds ponding is provided, has effectively realized the effect of timely emptying caisson ponding.But also there are some problems in this technical scheme, and at first, if in case pipe-line system is blocked, and ponding is too much in the caisson, sewage still can return and overflow; Simultaneously, the setting of ponding outfall can influence the air quality of washroom with the emission of bad smell of sewage in the drain header in air.
Summary of the invention
The technical problem that the present invention solves provides and a kind ofly drains the water away fast, effectively prevents that sewage from returning the anti-discharge method of ponding of the floor gap that overflows and be convenient to keep in repair.
For solving the problems of the technologies described above, the technical solution used in the present invention is as follows:
A kind of ponding of floor gap is prevented discharge method, by drain header being installed at floor gap, and the installation place of drain header and floor gap prevents that by encapsulation process the following of ponding from oozing, and by outfall is set on drain header, the ponding of floor is introduced drain header by outfall discharge, prevent that the ponding of floor gap from exosmosing, be provided with the branch row water pipe that is communicated with drain header, described outfall is arranged on the branch row water pipe, makes outfall and drain header form certain distance.The present invention will form certain distance between outfall and the drain header, with respect to traditional outfall that is provided with on drain header, more helps the collection and the discharging of ponding.If break down in outfall or branch row water pipe place, with respect to the structure that in the traditional method outfall is arranged on the drain header, more easy-maintaining of the present invention.
Described outfall is provided with screen cloth, can prevent effectively that solid particulate matter such as sandstone from flowing into the branch row water pipe and drain header causes line clogging.
Described drain header and branch row cross current place are the branch row water out; Described branch row water out place is provided with baffle plate, is used to prevent that sewage from instead overflowing, and described baffle plate area is greater than branch row water out area.When not working, the baffle plate lower end is affixed on the drain header inwall.Because the baffle plate area is greater than the area of branch row water out, so just guarantee that baffle plate can only unidirectionally open, promptly when sewage when the branch row water pipe flows into drain header, baffle plate just can be opened, and during the water reverse flow, baffle plate is because of being stopped and can't open by the drain header inwall.Can prevent that like this sewage from instead overflowing, even pipeline stops up, the sewage in the pipeline can be not excessive to floor yet.
Described drain header inwall locates to be provided with T type holddown groove above the branch row water out, baffle plate is loaded in the T type holddown groove by T type briquetting.Described baffle plate upper end is provided with axis of rotation, and baffle plate can rotate around its axis of rotation.T type briquetting and T type holddown groove cooperate, and can guarantee that baffle plate rotates smoothly around its axis of rotation, and this structure assembling is simple.
By inspection hole being set in described branch row water pipe bottom, be used for maintenance and inspection, be provided with the nut sealing mat in the described inspection hole, and use the inspection hole fixed by nut.Being provided with of inspection hole makes things convenient for daily inspection and maintenance, without the dismounting drain header, can realize the maintenance to pipeline.
Described branch row water pipe is one or several.Described branch row water pipe is sweat soldering with drain header or is threaded that both angles are 15～60 °.
Also can accept upper and lower drain header by the upper and lower bell and spigot of described water pipe connecting device upper and lower end on drain header by the water pipe connecting device is set; Described branch row water out is located at water pipe connecting device side, and the branch row water pipe is communicated with the water pipe connecting device at ponding drainage outlet place and the branch row water pipe is one-body molded with the water pipe connecting device or by being threaded.Branch row water pipe and water pipe connecting device form three-port structure or logical structure how like this, and be more convenient to install, and because of branch row water pipe and water pipe connecting device one-body molded, so the junction is not prone to seepage.
The upper and lower bell and spigot internal diameter of described water pipe connecting device is identical with the drain header external diameter, is convenient to drain header and is connected with the tight of water pipe connecting device, effectively prevents infiltration.By in described upper and lower bell and spigot bottom the bell-and-spigot pipe centring ring being set, location drain header when being used to install.
Pipe installation method of the present invention specifically may further comprise the steps:
1. toilet drainage is responsible in the preformed hole of the concrete floor of packing into;
2. puddling is watered in fact with pea gravel concreten in the space between described drain header and the preformed hole;
3. filling flexible antiseepage filler around pea gravel concreten top and the drain header, concrete floor inwall and bottom are provided with cement anti-seepage mortar surface layer.
Compared with prior art, the beneficial effect of technical solution of the present invention is: the present invention is by being arranged on outfall on the branch row water pipe that is communicated with drain header, make and separate certain distance between outfall and the drain header, effective collection and the in time ponding in the emptying caisson more; And the setting of screen cloth can prevent that sandstone from flowing into outfall and stopping up the branch row water pipe, guarantees the unobstructed of draining; Simultaneously, baffle plate can prevent that sewage from instead overflowing and emission of bad smell in air; In the setting of the inspection hole of branch row water pipe bottom, convenient daily repair and maintenance is effectively saved maintenance cost in addition.The present invention has outstanding substantive distinguishing features and marked improvement with respect to prior art.
Description of drawings
Fig. 1 is a prior art ponding dewatering installation structural representation;
Fig. 2 is the ponding dewatering installation structural representation of the embodiment of the invention 1;
Fig. 3 is the baffle arrangement figure of Fig. 2 A place;
Fig. 4 is Fig. 2 B place enlarged drawing;
Fig. 5 is the ponding dewatering installation structural representation of the embodiment of the invention 2;
Fig. 6 is a three-port structure schematic diagram among the embodiment 2.
The specific embodiment
Below in conjunction with accompanying drawing technical scheme of the present invention is described further.
Embodiment 1
The ponding dewatering installation that the anti-discharge method of the ponding of floor gap of the present invention obtains as shown in Figure 2.By drain header 1 being installed at floor gap, and drain header 1 prevents that by encapsulation process the following of ponding from oozing with the installation place of floor gap, by connected component's gutter 15 on drain header 1, and outfall 14 is set on branch row water pipe 15, the ponding of floor is introduced drain header 1 by outfall 14 discharge, prevent that the ponding of floor gap from exosmosing.Described branch row water pipe 15 is 45 ° with the angle of drain header 1, and between the two by being threaded.
By branch row water pipe 15 is set, make outfall 14 and drain header 1 form certain distance, be convenient to the collection and the discharging of ponding more.Described outfall 14 is provided with screen cloth 7, in order to solid particulate matters such as filtration sandstone, prevents line clogging.
Described drain header 1 is a branch row water out 16 with branch row water pipe 15 places of connection; By baffle plate 9 being set, be used to prevent that sewage from instead overflowing at branch row water out 16 places.Described as seen from Figure 2 baffle plate 9 areas are greater than branch row water out 16 areas, and during off working state, baffle plate 9 is owing to action of gravity, and the lower end of baffle plate 9 is affixed on the inwall of drain header 1.In conjunction with Fig. 3, baffle plate 9 upper ends are provided with axis of rotation, by T type briquetting 8 its axis of rotation are loaded in the T type holddown groove (not shown) on the drain header 1, and baffle plate 9 can be around its axis of rotation rotation.Described T type holddown groove is positioned on drain header 1 inwall at place, branch row water out 16 tops.When branch row water pipe 15 flowed into, baffle plate was owing to the impact that is subjected to water is opened as water, water inflow drain header 1.And when stopping up appearred in drain header 1, baffle plate 9 was by drain header 1 inner wall limit, and baffle plate 9 is closed, so the water of drain header 1 inside can't instead overflow in branch row water pipe 15.The setting of baffle plate 9 can prevent that sewage from instead overflowing.
By in branch row water pipe 15 bottoms inspection hole being set, convenient daily inspection and maintenance.As can be seen from Figure 4, be provided with nut sealing mat 11 in the described inspection hole, and fixing with inspection hole nut 10.
Among the present invention, the concrete mounting method of pipeline is as follows:
1. toilet drainage being responsible for 1 packs in the preformed hole of concrete floor 2;
2. puddling is watered in fact with pea gravel concreten 4 in the space between described drain header 1 and the preformed hole;
3. 5 material are filled out in the filling flexible antiseepage around pea gravel concreten 4 tops and the drain header 1, and concrete floor 2 inwalls and bottom are provided with cement anti-seepage mortar surface layer 6.
Embodiment 2
The ponding dewatering installation that present embodiment obtains as shown in Figure 5, present embodiment is similar to Example 1, difference is, inserts water pipe connecting device 3, water pipe connecting device 3 and branch row water pipe 15 one-body molded formation three-port structures between the drain header 1 of upper and lower layer.Connect upper and lower layer drain header 1 by water pipe connecting device 3.
Above-mentioned three-port structure as shown in Figure 6, described water pipe connecting device 3 upper and lower ends are respectively equipped with upper and lower bell and spigot 13, be used to accept drain header 1, described water pipe connecting device 3 upper and lower bell and spigot 13 internal diameters are identical with drain header 1 external diameter, be convenient to drain header 1 and be connected, effectively prevent infiltration with the tight of water pipe connecting device 3.Also be provided with bell-and-spigot pipe centring ring 12 by described upper and lower bell and spigot 13 bottoms, location drain header 1 when being used to install.
The above is preferred embodiment of the present invention, is not limited to the present invention, and is within the spirit and principles in the present invention all, any modification of being made, is equal to replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. the ponding of a floor gap is prevented discharge method, by drain header being installed at floor gap, and the installation place of drain header and floor gap prevents that by encapsulation process the following of ponding from oozing, and by outfall is set on drain header, the ponding of floor is introduced drain header by outfall to be discharged, the ponding that prevents floor gap exosmoses, it is characterized in that, be provided with the branch row water pipe that is communicated with drain header, described outfall is arranged on the branch row water pipe, makes outfall and drain header form certain distance.
2. the anti-discharge method of the ponding of floor gap according to claim 1 is characterized in that, it is anti-excessive to prevent sewage to be provided with baffle plate at drain header and branch row cross current place.
3. the anti-discharge method of the ponding of floor gap according to claim 2 is characterized in that, is provided with T type holddown groove above drain header inwall and branch row cross current place, and by T type compact heap baffle plate is installed in the T type holddown groove.
4. the anti-discharge method of the ponding of floor gap according to claim 3 is characterized in that, by being provided with screen cloth with the filtering solid particles thing on outfall.
5. the anti-discharge method of the ponding of floor gap according to claim 4 is characterized in that, also by in described branch row water pipe bottom inspection hole being set, is used for maintenance and inspection.
6. the anti-discharge method of the ponding of floor gap according to claim 1 is characterized in that described branch row water pipe is one or several.
7. according to the anti-discharge method of the ponding of claim 1 or 6 described floor gaps, it is characterized in that described branch row water pipe is sweat soldering with drain header or is threaded.
8. according to the anti-discharge method of the ponding of claim 1 or 6 described floor gaps, it is characterized in that, the water pipe connecting device is set on drain header, accept drain header by the upper and lower bell and spigot of described water pipe connecting device upper and lower end setting; Described branch row water pipe is communicated with the water pipe connecting device and the branch row water pipe is one-body molded with the water pipe connecting device or be threaded.
9. the ponding of floor gap according to claim 8 is prevented discharge method, it is characterized in that, the upper and lower bell and spigot internal diameter of described water pipe connecting device is identical with the drain header external diameter, by in described upper and lower bell and spigot bottom the bell-and-spigot pipe centring ring being set, is used to locate drain header.
10. the ponding of floor gap according to claim 1 is prevented discharge method, it is characterized in that pipe installation method specifically may further comprise the steps:
1. drain header is packed in the preformed hole of concrete floor;
2. puddling is watered in fact with pea gravel concreten in the space between described drain header and the preformed hole;
3. filling flexible antiseepage filler around pea gravel concreten top and the drain header, concrete floor inwall and bottom are provided with cement anti-seepage mortar surface layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010501707 CN102127920A (en) | 2010-09-30 | 2010-09-30 | Waterlogging draining method between floors |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010501707 CN102127920A (en) | 2010-09-30 | 2010-09-30 | Waterlogging draining method between floors |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102127920A true CN102127920A (en) | 2011-07-20 |
Family
ID=44266175
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010501707 Pending CN102127920A (en) | 2010-09-30 | 2010-09-30 | Waterlogging draining method between floors |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102127920A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103882918A (en) * | 2012-12-20 | 2014-06-25 | 中建四局第一建筑工程有限公司 | Method for draining accumulated floor water during super high-rise building construction, and apparatus thereof |
| CN104790472A (en) * | 2015-04-02 | 2015-07-22 | 深圳市清华苑建筑设计有限公司 | Same floor drainage structure of toilet |
| CN105065832A (en) * | 2015-08-24 | 2015-11-18 | 祝泽明 | Accumulated water prevention connecting pipe |
| CN105350615A (en) * | 2015-11-10 | 2016-02-24 | 重庆医药高等专科学校 | Dredging pipe special for repairing water leakage of kitchens and bathrooms |
| CN106368290A (en) * | 2016-10-11 | 2017-02-01 | 张金荣 | Floor drain water discharge device with foam overflowing prevention function |
| CN110158712A (en) * | 2019-05-14 | 2019-08-23 | 江苏吉润住宅科技有限公司 | Side drains cellular chassis |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5931329A (en) * | 1982-08-11 | 1984-02-20 | 株式会社日立製作所 | Constructed drain port |
| CN2227153Y (en) * | 1995-08-05 | 1996-05-15 | 戴军 | Three-way device with automatic turning panel |
| JP2001065018A (en) * | 1999-08-25 | 2001-03-13 | Inax Corp | Drain pipe joint with ventilation |
| CN101240561A (en) * | 2007-08-08 | 2008-08-13 | 文进红 | Submerged toilet bottom seeper discharging device and seeper discharging method |
| CN101324079A (en) * | 2008-07-25 | 2008-12-17 | 广东联塑科技实业有限公司 | Pollution discharge conduit system for multi-storey building |
| CN101435212A (en) * | 2008-12-22 | 2009-05-20 | 王凤蕊 | Kitchen and toilet modular water supplying and discharging device for tall building |
-
2010
- 2010-09-30 CN CN 201010501707 patent/CN102127920A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5931329A (en) * | 1982-08-11 | 1984-02-20 | 株式会社日立製作所 | Constructed drain port |
| CN2227153Y (en) * | 1995-08-05 | 1996-05-15 | 戴军 | Three-way device with automatic turning panel |
| JP2001065018A (en) * | 1999-08-25 | 2001-03-13 | Inax Corp | Drain pipe joint with ventilation |
| CN101240561A (en) * | 2007-08-08 | 2008-08-13 | 文进红 | Submerged toilet bottom seeper discharging device and seeper discharging method |
| CN101324079A (en) * | 2008-07-25 | 2008-12-17 | 广东联塑科技实业有限公司 | Pollution discharge conduit system for multi-storey building |
| CN101435212A (en) * | 2008-12-22 | 2009-05-20 | 王凤蕊 | Kitchen and toilet modular water supplying and discharging device for tall building |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103882918A (en) * | 2012-12-20 | 2014-06-25 | 中建四局第一建筑工程有限公司 | Method for draining accumulated floor water during super high-rise building construction, and apparatus thereof |
| CN103882918B (en) * | 2012-12-20 | 2016-08-03 | 中建四局第一建筑工程有限公司 | The water discharge method of floor hydrops and device during construction of super highrise building |
| CN104790472A (en) * | 2015-04-02 | 2015-07-22 | 深圳市清华苑建筑设计有限公司 | Same floor drainage structure of toilet |
| CN105065832A (en) * | 2015-08-24 | 2015-11-18 | 祝泽明 | Accumulated water prevention connecting pipe |
| CN105350615A (en) * | 2015-11-10 | 2016-02-24 | 重庆医药高等专科学校 | Dredging pipe special for repairing water leakage of kitchens and bathrooms |
| CN106368290A (en) * | 2016-10-11 | 2017-02-01 | 张金荣 | Floor drain water discharge device with foam overflowing prevention function |
| CN110158712A (en) * | 2019-05-14 | 2019-08-23 | 江苏吉润住宅科技有限公司 | Side drains cellular chassis |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102127920A (en) | Waterlogging draining method between floors | |
| CN201962777U (en) | Drain pipe with filter unit | |
| CN108730637B (en) | Seepage-proofing embedded pipe | |
| CN208792438U (en) | A kind of double standpipes band water seal is from ventilation draining sub-assembly | |
| CN102086658B (en) | Permeation and drainage pipe duct for comprehensively utilizing rainwater | |
| CN207988044U (en) | A kind of co-layer draining special single standpipe three-way fitting of cast-in-place pre-buried type | |
| CN201901933U (en) | Seeper discharge device | |
| CN103726514B (en) | The anti-leakage structure of diaphragm wall and anti-seepage construction method | |
| CN201362915Y (en) | Siphonic rain hopper of concrete roof | |
| CN106869289A (en) | One kind building same-layer floor drain | |
| CN201627258U (en) | Device for discharging water from storehouse surface during large-scale concrete construction | |
| CN210507607U (en) | Environment-friendly rainwater collection device for hydraulic engineering | |
| CN210315913U (en) | Floor drain mounting structure | |
| CN209760395U (en) | Municipal administration rainwater drainage system | |
| CN206646617U (en) | One kind building same-layer floor drain | |
| CN201512836U (en) | Water accumulation and drainage device | |
| CN206625371U (en) | A kind of bathroom floor waterproof construction | |
| CN213805768U (en) | Building node waterproof construction | |
| CN207032373U (en) | A kind of urban rainwater Ecological Disposal utilizes device | |
| CN201334751Y (en) | Roofing pressure rainwater hopper | |
| CN110886324A (en) | Integrated system is prevented arranging by garage roof | |
| CN211421337U (en) | Highway fill section prevention of seepage drainage system and hollow joint thereof | |
| CN217500485U (en) | Stainless steel drainage ditch integrally constructed with ground | |
| CN213350146U (en) | Rain and sewage diversion system for valley type landfill | |
| CN220847917U (en) | Seepage-proof drainage ditch |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20110720 |