CN207727600U - Plugging dewatering well device - Google Patents
Plugging dewatering well device Download PDFInfo
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- CN207727600U CN207727600U CN201721749017.2U CN201721749017U CN207727600U CN 207727600 U CN207727600 U CN 207727600U CN 201721749017 U CN201721749017 U CN 201721749017U CN 207727600 U CN207727600 U CN 207727600U
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- ring flange
- plate
- steel sleeve
- dewatering well
- steel
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Abstract
The utility model is related to a kind of plugging dewatering well devices, including pvc pipe, steel sleeve, seal plate, steel deck-plate and ring flange, the pvc pipe is inserted into dewatering well, precipitation bottom inserts cobble, plain concrete is inserted above cobble, the steel sleeve is sleeved on the outside of pvc pipe, the ring flange is weldingly fixed on the top of steel sleeve, the steel deck-plate is bolted with ring flange, the seal plate is welded on the outside of steel sleeve, positioned at the lower section of ring flange, casting concrete bottom plate on the outside of the steel sleeve.The utility model solves deep foundation pit precipitation well and pours in that water is big, fireballing feature, blocks the bad problem that piping and quicksand are generated easily at well point, and overall structure is solid and reliable, service life is long.
Description
Technical field
The utility model is related to dewatering wells, more specifically to a kind of plugging dewatering well device.
Background technology
The deep foundation pit precipitation of building trade is more scabrous problem, currently, some deeper foundation pits, have underground water and
Rivers water system is abundant, dewatering well pours in that water is big, fireballing feature, blocks and bad generates piping and stream easily at well point
Sand generates destructive harm to foundation pit.The method for blocking used at present is to propose dewatering well after underplate concrete has been constructed
Suction pump, coarse sand, clay ball etc. in rapid back-filling in layers soil, underground flood peak is pushed down, the extra of bottom plate is and then will be above
After well casing excision, with dry cement back pressure well casing, then steel plate soldering and sealing well casing is used, and use high-strength grout is filled to base surface.The party
Complexity is cumbersome in method practical operation, it is long to expend the time, and, shove fireballing Project Realization big especially for the underground water amount of gushing is sealed
Stifled effect is bad.
Invention content
The technical problem to be solved by the present invention is to provide a kind of plugging dewatering well device, solve deep basal pit drop
Well pours in that water is big, fireballing feature, blocks the bad problem that piping and quicksand are generated easily at well point.
Technical solution adopted by the utility model to solve its technical problems is:A kind of plugging dewatering well device is constructed, is wrapped
Pvc pipe, steel sleeve, seal plate, steel deck-plate and ring flange are included, the pvc pipe is inserted into dewatering well, and precipitation bottom inserts ovum
Plain concrete is inserted in stone, cobble top, and the steel sleeve is sleeved on the outside of pvc pipe, and the ring flange is weldingly fixed on steel sleeve
Top, the steel deck-plate is bolted with ring flange, and the seal plate is welded on the outside of steel sleeve, is located at ring flange
Lower section, casting concrete bottom plate on the outside of the steel sleeve.
In said program, rubber washer is equipped between the ring flange and steel deck-plate.
In said program, the seal plate lower surface bonds expansion sealing strip.
In said program, the concrete floor bottom is equipped with structure reinforcing bars and additional stiffener.
The plugging dewatering well device for implementing the utility model, has the advantages that:
1, the utility model solves deep foundation pit precipitation well and pours in that water is big, fireballing feature, blocks and bad easily exists
The problem of piping and quicksand is generated at well point, and overall structure is solid and reliable, service life is long.
2, plugging structure is simple, is combined using preprocessing and in-site installation, construction is simple, whole easy to install;Using method
Blue disk is reinforced, and structure is more secured, in steel sleeve external welding seal plate, and is pasted with sealing rod, impervious outlet capacity is stronger.
3, the utility model later maintenance is simple, and the later stage only need to do simple-to-maintain to dewatering well it is ensured that its normal work(
Can, while being also applied for various shallow foundation plugging dewatering wells.
Description of the drawings
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the structural schematic diagram of the utility model plugging dewatering well device;
Fig. 2 is the vertical view of ring flange.
Specific implementation mode
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed
Illustrate specific embodiment of the present utility model.
As shown in Figs. 1-2, the utility model plugging dewatering well device includes pvc pipe 22, steel sleeve 4, seal plate 5, steel lid
Plate 9 and ring flange 13.
2 both ends open of pvc pipe is inserted into dewatering well, and precipitation bottom inserts cobble 1 by pvc pipe 2, and 1 top of cobble is filled out
Enter plain concrete 3.4 thickness of steel sleeve is 8mm, is sleeved on the outside of pvc pipe 2.13 thickness of ring flange is 8mm, is weldingly fixed on steel
The top of casing 4, ring flange 13 offer 12 holes being evenly arranged, and the thickness of steel deck-plate 9 is 8mm, is passed through with ring flange 13
The bolt 10 of a diameter of 18mm connects, for blocking dewatering well.5 thickness of seal plate is 8mm, is welded on the outside of steel sleeve 4, position
In the lower section of ring flange 13, seal plate 5 is for preventing seepage in underground.4 outside casting concrete bottom plate 12 of steel sleeve, concrete bottom
12 bottom of plate is equipped with structure reinforcing bars 7 and additional stiffener 8, can be with reinforcement structure stability.
Further, rubber washer 11 is equipped between ring flange 13 and steel deck-plate 9, for reinforcing impervious outlet capacity.
Further, 5 lower surface bonds expansion sealing strip 6 of seal plate, water-swellable can reinforce waterproof ability.
The utility model plugging dewatering well device construction method is as follows:
1, it presses drawing and processes steel sleeve 4, in 4 mouthfuls of welding flanges 13 of steel sleeve, position absolute altitude by drawing, and weld sealing
Plate 5;
2, the steel sleeve 4 of machined completion is embedded on the pvc pipe 2 of precipitation well head;
3, before casting concrete bottom plate 12, structure reinforcing bars 7 and additional stiffener 8 are buried, while pasting expansion and stopping
Then water bar 6 reserves dewatering well part hole under seal plate 5 with template, then carry out the first of concrete floor 12
It is secondary to pour;
4, it after the completion of waiting for basement precipitation, proposes dewatering pump, dewatering well is filled extremely away from the positions well head 2m, tightly using cobble 1
Then remaining dewatering well part is filled with C35 plain concretes 3;
5, rubber ring 11 is installed on ring flange 13, is in time closely connected steel deck-plate 9 and ring flange 13 with bolt 10
It connects, carries out pipe well capping;
6, after pipe well capping, new-old concrete junction carries out dabbing processing at bottom plate, and brush interfacial agents two are marked with high one
Number slightly expanded concrete 14 carry out it is secondary pour, tamp closure, and carry out maintenance work.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to
The specific implementation mode stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common
Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model
Under, many forms can be also made, these are belonged within the protection of the utility model.
Claims (4)
1. a kind of plugging dewatering well device, which is characterized in that including pvc pipe, steel sleeve, seal plate, steel deck-plate and ring flange, institute
It states pvc pipe to be inserted into dewatering well, precipitation bottom inserts cobble, inserts plain concrete above cobble, the steel sleeve is sleeved on PVC
The outside of pipe, the ring flange are weldingly fixed on the top of steel sleeve, and the steel deck-plate is bolted with ring flange, described
Seal plate is welded on the outside of steel sleeve, the casting concrete bottom plate on the outside of the lower section of ring flange, the steel sleeve.
2. plugging dewatering well device according to claim 1, which is characterized in that be equipped between the ring flange and steel deck-plate
Rubber washer.
3. plugging dewatering well device according to claim 1, which is characterized in that the seal plate lower surface bonds expansion stops
Water bar.
4. plugging dewatering well device according to claim 1, which is characterized in that the concrete floor bottom is equipped with structure
Reinforcing bar and additional stiffener.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721749017.2U CN207727600U (en) | 2017-12-13 | 2017-12-13 | Plugging dewatering well device |
Applications Claiming Priority (1)
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CN201721749017.2U CN207727600U (en) | 2017-12-13 | 2017-12-13 | Plugging dewatering well device |
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CN207727600U true CN207727600U (en) | 2018-08-14 |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109555140A (en) * | 2018-12-03 | 2019-04-02 | 中国建筑股份有限公司 | Foundation pit and Tunnel Base spring pump drainage method for blocking and device |
CN109930614A (en) * | 2019-04-12 | 2019-06-25 | 中亿丰建设集团股份有限公司 | Deep basal pit pipe well runs the not damaged construction method of closed bottom structure |
CN110344323A (en) * | 2019-07-02 | 2019-10-18 | 南京梦联桥传感科技有限公司 | A kind of wet seam construction of super hardening high-performance and construction technology |
CN110387897A (en) * | 2019-07-09 | 2019-10-29 | 中铁城建集团北京工程有限公司 | A kind of plugging dewatering well device and plugging dewatering well method |
CN110485479A (en) * | 2019-07-24 | 2019-11-22 | 江苏茂盛建设集团有限公司 | Composite water-proof structure and its construction method at deep basal pit anti-float anchor rod node |
CN111101532A (en) * | 2020-01-10 | 2020-05-05 | 中铁第一勘察设计院集团有限公司 | Method for treating subway station base underground water in water-rich red sandstone stratum |
CN111254961A (en) * | 2020-02-21 | 2020-06-09 | 云南建投第六建设有限公司 | Closed construction method for foundation pit relief well |
-
2017
- 2017-12-13 CN CN201721749017.2U patent/CN207727600U/en active Active
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109555140A (en) * | 2018-12-03 | 2019-04-02 | 中国建筑股份有限公司 | Foundation pit and Tunnel Base spring pump drainage method for blocking and device |
CN109930614A (en) * | 2019-04-12 | 2019-06-25 | 中亿丰建设集团股份有限公司 | Deep basal pit pipe well runs the not damaged construction method of closed bottom structure |
CN109930614B (en) * | 2019-04-12 | 2024-05-17 | 中亿丰建设集团股份有限公司 | Nondestructive construction method for deep foundation pit tube well operation closed bottom plate structure |
CN110344323A (en) * | 2019-07-02 | 2019-10-18 | 南京梦联桥传感科技有限公司 | A kind of wet seam construction of super hardening high-performance and construction technology |
CN110387897A (en) * | 2019-07-09 | 2019-10-29 | 中铁城建集团北京工程有限公司 | A kind of plugging dewatering well device and plugging dewatering well method |
CN110485479A (en) * | 2019-07-24 | 2019-11-22 | 江苏茂盛建设集团有限公司 | Composite water-proof structure and its construction method at deep basal pit anti-float anchor rod node |
CN110485479B (en) * | 2019-07-24 | 2021-05-07 | 江苏正飞建设有限公司 | Deep foundation pit anti-floating anchor rod node composite waterproof structure and construction method thereof |
CN111101532A (en) * | 2020-01-10 | 2020-05-05 | 中铁第一勘察设计院集团有限公司 | Method for treating subway station base underground water in water-rich red sandstone stratum |
CN111254961A (en) * | 2020-02-21 | 2020-06-09 | 云南建投第六建设有限公司 | Closed construction method for foundation pit relief well |
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