CN203546741U - Dewatering well plugging device - Google Patents
Dewatering well plugging device Download PDFInfo
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- CN203546741U CN203546741U CN201320680038.9U CN201320680038U CN203546741U CN 203546741 U CN203546741 U CN 203546741U CN 201320680038 U CN201320680038 U CN 201320680038U CN 203546741 U CN203546741 U CN 203546741U
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- steel cylinder
- dewatering well
- plugging
- liquid level
- concrete
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Abstract
The utility model discloses a dewatering well plugging device which mainly solves the problems that in the prior art, the success rate of dewatering well plugging is low, plugging quality is poor, cost is high, and construction is complex. The dewatering well plugging device comprises a steel cylinder (1) with the two ends open, the lower end used for being communicated with a dewatering well opening and the upper end sealed, a through hole formed in the sealed end face of the upper end of the steel cylinder (1) and used for a concrete guide pipe to insert, and a rubber plug (5) used for plugging the through hole. The sealed end face of the upper end of the steel cylinder (1) is provided with a liquid level observation pipe (3) used for enabling the inside of the steel cylinder (1) and the outside to be communicated, and the liquid level observation pipe (3) is further provided with a switch device (4) used for switching the communication state of the inside of the steel cylinder (1) and the outside. The dewatering well plugging device only needs common concrete with the label improved by one level, is low in cost, has no pollution, has no cavity, does not need the processes of rock ballast backfill and follow-up grouting, guarantees combination quality of concrete and a foundation, lowers cost, and saves time.
Description
Technical field
The utility model relates to plugging dewatering well technical field, specifically, relates to a kind of plugging dewatering well device.
Background technology
Dewatering well is a kind of well of beating for precipitation, and by water pump groundwater abstraction, to reduce the water level of underground water; In Underground Construction, belong to a kind of common precipitation facility, as: in deep foundation ditch (or basement) construction, tend to occur infiltration or water burst, in order to guarantee dry work, generally adopt dewatering well to reduce groundwater table in boundary of works area, thereby can guarantee dewatering well scope normal construction in addition.After having constructed, dewatering well need to be carried out to shutoff.
In prior art, the construction of shutoff dewatering well mainly comprises following several:
One, with the less concrete of water/binder ratio, bury fast and fill out dewatering well, this method can not guarantee concrete quality, and the risk of the larger shutoff failure of water burst is larger;
Two, on the basis of said method one, in dewatering well periphery grouting, block water burst passage, reduce water burst, although this kind of method reduced the risk of shutoff failure,, greatly increased shutoff cost, extended the duration;
Three, adopt special rapid hardening concrete or interpolation Admixture etc. to bury underfill material, bury fast and fill out dewatering well, but the method has also just reduced the risk of shutoff failure, and increased construction cost, and can do great damage to surrounding environment;
Four, adopt french drain etc. that water is drawn away, dewatering well and base plate are built simultaneously, this method is applicable to around have in the situation of other dewatering well, and its shortcoming is that french drain place can cause mass defect, if process by modes such as grouting, french drain can increase cost greatly and treatment effect is difficult to ensure.
Further, in order to improve the workmanship of plugging dewatering well construction, more than employing steel bushing is placed in dewatering well well head, has built dewatering well and after concrete, steel bushing has been carried out to shutoff around, after shutoff, more than shut-in well position, carried out concrete and build.Mainly there is following defect in this kind of mode: (1) shut-in well position is generally cavity or backfill rock ballast etc. below, cause existing hidden danger of quality herein, if adopt the methods such as grouting to process, can greatly increase cost again and cause environment pollution, and quality still can not be guaranteed herein; (2) after, water piece and first water piece and cannot form an integral body, after can causing when uplift pressure is excessive, water piece and the hidden danger of quality such as lift.
In addition, in the plugging construction of dewatering well, often be applied to some auxiliary plugging devices for plugging construction, if notice of authorization number is the Chinese utility model patent " fast plugging device for deep foundation pit precipitation well " of CN100557146C, publication number is the Chinese utility model patent " a kind of plugging dewatering well device " of CN202492852U, Chinese utility model patent that publication number is CN202175962U " a kind of plugging system of dewatering well " etc.Above-mentioned plugging device all exists complex structure, cost higher, and does not possess the defects such as general applicability, narrow application range.
Utility model content
The purpose of this utility model is to overcome above-mentioned defect, provide a kind of simple in structure, reasonable in design, realize plugging dewatering well device easily.
To achieve these goals, the technical solution adopted in the utility model is as follows:
A plugging dewatering well device, comprises that both ends open and lower end are for being communicated with the steel cylinder of dewatering well well head, upper end closed, is opened on the Closed End of steel cylinder upper end and for inserting the through hole of concrete conduit, and for the rubber stopper of this through hole of shutoff; On the Closed End of steel cylinder upper end, be provided with for being communicated with the inner and extraneous liquid level observation pipe of steel cylinder, and on this liquid level observation pipe, be also provided with for switching steel cylinder inside and be in communication with the outside state of switch device; Wherein, the blind end of steel cylinder upper end is detachable.
As a kind of preferred, described steel cylinder upper end is closed by the steel cylinder cap seal with its port match, and described through hole, liquid level observation pipe are all arranged at steel cylinder and cover.
Further, for cost-saving, realization recycles, and described steel cylinder lid is by the detachable steel cylinder upper end that is connected in of flange.
Further, for fear of after water piece and can not produce and relatively to lift, to slip away etc. with first watering piece, guarantee first to water piece with after water the integral coherence of piece, described steel cylinder is waveform steel cylinder, its barrel shape is corrugated.
In one embodiment, described rubber stopper is truncated cone-shaped rubber stopper.
In order to improve sealing performance, in described through hole, be provided with the sealing rubber ring of being close to its inwall.
In one embodiment, described liquid level observation pipe is to have two ports and transparent hollow pipeline, its one end and steel cylinder internal communication, other end opening.
In one embodiment, described switching device is arranged at the position of close steel cylinder on liquid level observation pipe.
In one embodiment, described switching device is valve.
Compared with prior art, the beneficial effects of the utility model are:
(1) in the utility model, steel cylinder is placed on precipitation well head, having built dewatering well around seals steel cylinder upper end after concrete, still pool, create underwater concrete pouring condition, then concrete conduit is inserted in dewatering well and is extended near dewatering well shaft bottom from covering by steel cylinder, adopt underwater concrete pouring technique to build concrete in well, on the one hand, still pool, creates underwater concrete pouring condition, no matter this dewatering well place water burst has much, water pressure has much, does not all limit the application of the method, can realize high-quality building, cost is low, pollution-free.On the other hand, overcome in existing employing device shut-in well technology, more than shut-in well position, carry out concrete and build, and shut-in well position has been cavity or backfill rock ballast etc. below, cause existing hidden danger of quality herein, and adopt the method processing such as grouting can greatly increase cost and cause the defect of environment pollution, the utility model without backfill rock ballast etc., can guarantee the bond quality of concrete and ground, without cavity, without operations such as follow-up grouting treatment, reduce costs, save the duration.
(2) in the utility model, steel cylinder is waveform steel cylinder, and specifically, the barrel shape of steel cylinder is corrugated, not only guaranteed first to water piece with after water the integral coherence of piece; And, when base plate of foundation pit is subject to larger uplift pressure, corrugated barrel can limit first water piece and after water piece in the vertical direction degree of freedom, after effectively having avoided, water piece and first water the relative defect such as lift, slip away of piece generation.
(3) in the utility model, steel cylinder lid is detachable connection with the connected mode of steel cylinder, after plugging construction completes, can take off in advance steel cylinder lid, then only unnecessary steel cylinder (steel cylinder more than bottom board concrete face) is removed, steel cylinder lid and on the equal reusable edible of parts, greatly saved construction cost.
(4) encapsulation process is all passed through in the through hole that in the utility model, the junction of steel cylinder and steel cylinder lid and steel cylinder cover, and has guaranteed the utility model good sealing performance while implementing.
(5) component that adopt in the utility model are made by common material, and it is cheap, compared with prior art, not only possess novelty and creativeness; And in dewatering well, water yield size, place, well point head height, on not impact of shutoff operation, make to the utlity model has extremely strong general applicability, possess very high practicality, apply on a large scale for it, have established solid foundation.
Accompanying drawing explanation
Fig. 1 applies the state diagram that steel cylinder extracts water in dewatering well in the utility model.
Fig. 2 is the structural representation of plugging dewatering well device in the utility model.
Fig. 3 is the state diagram of applying the note concrete of plugging dewatering well device in the utility model.
Wherein, the corresponding title of Reference numeral: 1-steel cylinder, 2-steel cylinder lid, 3-liquid level observation pipe, 4-switching device, 5-rubber stopper, 6-sealing rubber ring, 7-bottom board concrete, 8-concrete conduit, 9-basis, 10-dewatering well, 11-drinking-water pipe.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.Embodiment of the present utility model includes but not limited to the following example.
As shown in Figure 1, the present embodiment provides a kind of plugging dewatering well device, is mainly used in the shutoff operation of dewatering well in deep foundation ditch (or basement) construction.This plugging dewatering well device mainly comprises that steel cylinder 1 and the steel cylinder matching cover 2 two parts, and further, steel cylinder covers and offers the through hole that runs through steel cylinder lid, is plugged with rubber stopper 5 in this through hole, and as preferably, this rubber stopper is truncated cone-shaped rubber stopper; In addition, at steel cylinder, cover and be also provided with a connected liquid level observation pipe 3, by this liquid level observation pipe, can be communicated with external atmosphere pressure with steel cylinder inside, the parts of controlling the two connected state are set to switching device 4, usually, select valve as switching device, the junction that valve is arranged on liquid level observation pipe and covers near liquid level observation pipe and steel cylinder, valve open, liquid level observation pipe is in unimpeded state, and steel cylinder inside is communicated with external atmosphere pressure, valve closing, liquid level observation pipe is in closure state, and steel cylinder is inner isolates with external atmosphere pressure.
Steel cylinder is the hollow structure of both ends open, and its material is not particularly limited; Dewatering well digs in basic 9 times, the utility model is when application, steel cylinder is placed on the well head of dewatering well 10, its lower ending opening mates with dewatering well well head, as general knowledge, the lower end bore of steel cylinder should be more than or equal to the well head bore of dewatering well, usually, steel cylinder upper and lower side bore is consistent, but, if while having other operating mode demands, the change that also can do to adapt to the bore up and down of steel cylinder, in Figure of description, the size of the upper and lower two ends of steel cylinder bore should not limit protection domain of the present utility model; The upper end of steel cylinder adopts steel cylinder cap seal to close, and the two is by the detachable connection of flange, and the advantage of this design is that steel cylinder lid can take off from steel cylinder, recycles, and saves construction cost; Meanwhile, in order to guarantee sealing, in the junction of the two, be provided with sealing ring.
Usually, current steel cylinder is on the market straight tube shape, be that barrel is smooth cambered surface, as: cylindrical side, the steel cylinder that adopts this kind of structure is being built dewatering well and steel cylinder bottom around during bottom board concrete 7, and the bottom of steel cylinder can be pre-buried to bottom board concrete face, if when base plate of foundation pit is subject to larger uplift pressure, after water piece and first water piece and can produce and relatively lift, slip away etc., affect workmanship.The present embodiment, for above-mentioned defect, is designed to waveform steel cylinder by steel cylinder, and specifically, the barrel shape of steel cylinder is corrugated, not only guaranteed first to water piece with after water the integral coherence of piece; And, when base plate of foundation pit is subject to larger uplift pressure, corrugated barrel can limit first water piece (watering concrete) outside steel cylinder and after water piece (watering concrete) in steel cylinder in the vertical direction degree of freedom, after effectively having avoided, water piece and produce and relatively to lift, to slip away with first watering piece, affect the defect of workmanship.
Steel cylinder covers the through hole offered for inserting concrete conduit, and when noting concrete in dewatering well, this through hole clogs by above-mentioned rubber stopper, to keep the sealing of steel cylinder and decline well inside thereof.In order further to improve the sealing performance of rubber stopper, the sealing rubber ring 6 of being close to its inwall is installed in through hole, rubber stopper is filled in sealing rubber ring.
In the present embodiment, liquid level observation pipe is to have two ports and transparent hollow pipeline, its one end and steel cylinder internal communication, other end opening.Transparent design is convenient to liquid level in observation tube and is changed, and it can be all-transparent, can be also that a part is transparent, and those skilled in the art can select according to actual condition.Further, transparent pipeline can be selected flexible pipe, and its advantage is, can arbitrarily put, convenient enforcement.
Adopt the method for above-mentioned plugging dewatering well device shutoff dewatering well as follows:
Previous work
First, the water extracting in dewatering well by drinking-water pipe 11 with water pump, makes to guarantee certain water level in dewatering well, wherein, the height of water level is not particularly limited, and those skilled in the art can select the height of water level in dewatering well according to actual condition; Secondly, steel cylinder is positioned on dewatering well, and the lower ending opening of steel cylinder of take covers dewatering well well head completely as best, place after steel cylinder, build dewatering well and steel cylinder bottom bottom board concrete around, then, steel cylinder lid is connected by flange with steel cylinder upper end, and establish sealing ring in the junction of the two, and consider recycling of steel cylinder lid, the concrete face of bottom board concrete should be lower than the link position place of steel cylinder lid and steel cylinder upper end.After covering steel cylinder lid, with rubber stopper, clog steel cylinder and cover the sealing rubber ring in through hole.After completing above-mentioned work, open switching device, steel cylinder inner (comprising that dewatering well is inner) is communicated with external atmosphere pressure, in steel cylinder and dewatering well, there is pressure reduction with external atmosphere pressure, and now in steel cylinder and dewatering well, pressure is greater than atmospheric pressure, therefore, water pours and is arranged in the liquid level observation pipe that steel cylinder covers under the effect of pressure in dewatering well, and rise to certain altitude, after treating pressure equilibrium, water level in liquid level observation pipe is basicly stable, and constructor observes this water level, and marks in the corresponding position of liquid level observation pipe.
Work in mid-term
After in liquid level observation pipe, watermark completes, closing switch device, now, steel cylinder and dewatering well inside are not in communication with the outside, and the two inside is in sealing state, then, take out the sealing rubber plug that steel cylinder covers, concrete conduit 8 is inserted to dewatering well by sealing rubber ring, until the concrete conduit mouth of pipe is near dewatering well shaft bottom, usually, the concrete conduit mouth of pipe is good apart from dewatering well shaft bottom 20cm, as shown in Figure 2, after concrete conduit has inserted, adopt underwater concrete pouring technique to build concrete in dewatering well well, simultaneously or open subsequently switching device, what deserves to be explained is, adopt the prerequisite of underwater concrete pouring technique to be that water is necessary for hydrostatic, and in prior art, when constructing for plugging dewatering well, in dewatering well, water is always moving water, can not meet the requirement of hydrostatic operation, adopt disclosed plugging device and method for blocking in the utility model, when this step, in dewatering well, water is that driven water becomes hydrostatic, thereby met prerequisite---the hydrostatic of underwater concrete pouring technique, this is also the central principle of the utility model design, build concrete and treat that this concrete face rises to bottom board concrete face above or flushes with it, stop concrete and build, closing switch device, and concrete conduit is extracted out fast and clogged rapidly sealing rubber ring with sealing rubber plug, usually, underwater concrete pouring technique can adopt pumped type or water self-compacting concrete under water, then, open switching device, after the concrete in steel cylinder and dewatering well reaches the intensity that meets construction reference, take off steel cylinder lid, in this process, should guarantee that in liquid level observation pipe, water level is not less than mark place, if water level is lower than the position making marks in previous work in liquid level observation pipe liquid level observation pipe, by the liquid level observation pipe liquid level observation pipe upper end mouth of pipe to moisturizing in pipe, until water level is equal to or higher than made marks position in pipe.In addition, consider recycling of steel cylinder lid, the concrete face that waters in steel cylinder and dewatering well should be lower than the link position place of steel cylinder lid and steel cylinder upper end.
Later stage work
After taking off steel drum lid, remove the above steel cylinder of bottom board concrete face and interior concrete thereof, and repair surperficial concrete, thereby complete plugging dewatering well.
The difference of the present embodiment and embodiment 1 is, when dewatering well place head is lower, can only on dewatering well, place the steel cylinder that removes steel cylinder lid, the height of steel cylinder should meet the head higher than dewatering well place, then can successively directly adopt pumping for water pump and concrete conduit to note concrete in dewatering well, carry out shutoff.The principle of this scheme in the same manner as in Example 1, be all by water in dewatering well by moving water hydrostatic variable, after dewatering well place head reach a certain height, do not rising, and keeping static, met the prerequisite of underwater concrete pouring technique.It should be noted that, within the specific limits, structure is comparatively simple for this scheme, and more for convenience, but, its scope of application is worse than the scheme of embodiment 1 in operation.
According to above-described embodiment, just can realize well the utility model.What deserves to be explained is; under prerequisite based on above-mentioned design principle; for solving same technical problem; even if some that make on architecture basics disclosed in the utility model are without substantial change or polishing; the essence of the technical scheme adopting is still the same with the utility model, therefore it also should be in protection domain of the present utility model.
Claims (9)
1. a plugging dewatering well device, it is characterized in that, comprise that both ends open and lower end are for being communicated with the steel cylinder (1) of dewatering well well head, upper end closed, be opened on the Closed End of steel cylinder (1) upper end and for inserting the through hole of concrete conduit, and for the rubber stopper (5) of this through hole of shutoff; On the Closed End of steel cylinder (1) upper end, be provided with for being communicated with the inner and extraneous liquid level observation pipe (3) of steel cylinder (1), and on this liquid level observation pipe (3), be also provided with for switching steel cylinder (1) inside and be in communication with the outside state of switch device (4); The blind end of steel cylinder (1) upper end is detachable end face.
2. a kind of plugging dewatering well device according to claim 1, is characterized in that, described steel cylinder (1) upper end is by steel cylinder lid (2) sealing with its port match, and described through hole, liquid level observation pipe (3) are all arranged on steel cylinder lid (2).
3. a kind of plugging dewatering well device according to claim 1, is characterized in that, described steel cylinder lid (2) is by detachable steel cylinder (1) upper end that is connected in of flange.
4. a kind of plugging dewatering well device according to claim 1, is characterized in that, described steel cylinder (1) is waveform steel cylinder, and its barrel shape is corrugated.
5. according to a kind of plugging dewatering well device described in claim 1 to 4 any one, it is characterized in that, described rubber stopper (5) is truncated cone-shaped rubber stopper.
6. according to a kind of plugging dewatering well device described in claim 1 to 4 any one, it is characterized in that, in described through hole, be provided with the sealing rubber ring (6) of being close to its inwall.
7. according to a kind of plugging dewatering well device described in claim 1 to 4 any one, it is characterized in that, described liquid level observation pipe (3) is for having two ports and transparent hollow pipeline, its one end and steel cylinder (1) internal communication, other end opening.
8. according to a kind of plugging dewatering well device described in claim 1 to 4 any one, it is characterized in that, described switching device (4) is valve, and it is arranged at the upper position near steel cylinder (1) of liquid level observation pipe (3).
9. according to a kind of plugging dewatering well device described in claim 1 to 4 any one, it is characterized in that, described switching device (4) is valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320680038.9U CN203546741U (en) | 2013-10-31 | 2013-10-31 | Dewatering well plugging device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320680038.9U CN203546741U (en) | 2013-10-31 | 2013-10-31 | Dewatering well plugging device |
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| Publication Number | Publication Date |
|---|---|
| CN203546741U true CN203546741U (en) | 2014-04-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320680038.9U Withdrawn - After Issue CN203546741U (en) | 2013-10-31 | 2013-10-31 | Dewatering well plugging device |
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| Country | Link |
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| CN (1) | CN203546741U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526767B (en) * | 2013-10-31 | 2015-08-26 | 刘钊 | A kind of method of plugging dewatering well device and shutoff dewatering well |
| CN105544571A (en) * | 2015-12-09 | 2016-05-04 | 浙江科技学院 | Foundation pit confined aquifer precipitation well plugging device |
-
2013
- 2013-10-31 CN CN201320680038.9U patent/CN203546741U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526767B (en) * | 2013-10-31 | 2015-08-26 | 刘钊 | A kind of method of plugging dewatering well device and shutoff dewatering well |
| CN105544571A (en) * | 2015-12-09 | 2016-05-04 | 浙江科技学院 | Foundation pit confined aquifer precipitation well plugging device |
| CN105544571B (en) * | 2015-12-09 | 2018-03-09 | 浙江科技学院 | Foundation ditch artesian aquifer plugging dewatering well device |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140416 Effective date of abandoning: 20150826 |
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| RGAV | Abandon patent right to avoid regrant |