CN207958097U - A kind of cast-in-situ bored pile mud conditioning device - Google Patents
A kind of cast-in-situ bored pile mud conditioning device Download PDFInfo
- Publication number
- CN207958097U CN207958097U CN201721702665.2U CN201721702665U CN207958097U CN 207958097 U CN207958097 U CN 207958097U CN 201721702665 U CN201721702665 U CN 201721702665U CN 207958097 U CN207958097 U CN 207958097U
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- China
- Prior art keywords
- mud
- tank body
- pars infundibularis
- cast
- conditioning device
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Abstract
The utility model discloses a kind of cast-in-situ bored pile mud conditioning device, and the device includes tank body, it is characterised in that：Opening is provided at the top of the tank body, opening is communicated with into mud pipe, it is provided with slush pump on entering mud pipe, it is provided with rotating cylinder below the opening, rack gear is arranged in the outer wall of rotating cylinder, the driving tooth engaged with gear ring, which is located at, to be fixed on the working shaft of the motor in tank body, the lower part of rotating cylinder is pars infundibularis, and multiple permeable holes are evenly distributed on pars infundibularis, it is both provided with strainer on each permeable hole, the shell that catchments to match with its shape is provided with below pars infundibularis, the catchment bottom of shell is provided with discharge pipe line, the end of discharge pipe line is located at outside tank body, this is a kind of simple in structure, it is ingenious in design, the moisture in mud can be discharged in a short time, it can get the mud conditioning device of comparatively dry clod.
Description
Technical field
The utility model is related to building engineering field, especially a kind of cast-in-situ bored pile mud conditioning device.
Background technology
Nowadays, national basis Facilities Construction engineering is often huge, such as water power, urban construction, bridge, subterranean tunnel, subway
Deng, during the pile foundation construction of these engineerings, need apply cast-in-situ bored pile mud off construction method, the technique production
Raw mud is usually the three times of pile body volume or more.For these mud, conventional method is conveyed to groove tank car
The soot in countryside or low-lying pond are discharged, and allow its natural desiccation；Since the larger mud of water content is being transported and is being handled
When it is inconvenient, and rich in moisture mud overall volume it is huge, therefore can greatly increase haulage vehicle operation the frequency,
The raising of processing cost is caused, simultaneously because the limitation of the usable floor area in construction site, if being unable to timely processing these mud,
It can not only influence to construct, while building site environment can also be polluted.Therefore it needs a kind of to solve the above problems now
Method or apparatus.
Utility model content
The utility model is to propose that one kind is simple in structure, design is skilful to solve the above-mentioned deficiency present in the prior art
It is wonderful, the moisture in mud can be discharged in a short time, can get the mud conditioning device of comparatively dry clod.
The technical solution of the utility model is：A kind of cast-in-situ bored pile mud conditioning device, the device include
Tank body, it is characterised in that：Opening is provided at the top of the tank body, opening is communicated with into mud pipe, is provided on entering mud pipe
Slush pump is provided with rotating cylinder below the opening, and rack gear is arranged in the outer wall of rotating cylinder, and driving tooth engage with gear ring, which is located at, to be consolidated
It is scheduled on the working shaft of the motor in tank body, the lower part of rotating cylinder is pars infundibularis, and is evenly distributed on pars infundibularis multiple permeable
Hole is both provided with strainer on each permeable hole, the shell that catchments to match with its shape is provided with below pars infundibularis, catchment shell
Bottom be provided with discharge pipe line, the end of discharge pipe line is located at outside tank body, and the top of pars infundibularis is provided with coniform lead
Flowing plate, and the bottom end opening of pars infundibularis is then connected with the top of drying chamber, and staggeredly board group, the friendship are provided in drying chamber
Wrong board group is made of multiple mud guiding plates for tilting down and being interspersed, and hot blast pipe is connected with the drying chamber, on hot blast pipe
It is disposed with air blower and heating coil, the lower section of drying chamber bottom end opening is dry mud chamber, and dry mud intracavitary is connected with dry
Mud groove is provided with handle on the outside of the dry mud groove.
The staggeredly board group is arranged on vibrating grid, and multiple buffering elastics are evenly equipped between the vibrating grid and tank body
Spring, and vibrating grid is driven by vibration machine.
The dry mud groove is multiple, and the bottom of dry mud groove is provided with multiple idler wheels.
The bottom of the tank body is provided with slope, the top on slope is connect with the bottom of dry mud chamber.
The utility model compared with the existing technology, has the following advantages that：
The cast-in-situ bored pile mud conditioning device of this kind of structure type, it is simple in sturcture, ingenious in design, it is rationally distributed, it
The mud that can will be enriched in moisture is drawn into the tank body of itself, and is arranged the most of moisture in mud using the rotation of rotating cylinder
Go out, while by drying and processing, allows residual moisture rapid evaporation in mud, it is final to obtain more dry clod, through drying
Since water content is relatively fewer, volume substantially reduces for treated clod, the space profit being greatly improved in transportational process
With rate, the processing cost of mud is reduced, while need not also be transported using dedicated enclosed groove tank car, with common
Lorry can also carry out the transport of this kind of clod, can further save cost.And its manufacture craft is simple, and manufacturing cost is low
Honest and clean, it can be said that it has a variety of advantages, particularly suitable for promoting and applying in the art, market prospects are very wide
It is wealthy.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model embodiment.
Specific implementation mode
Below in conjunction with description of the drawings specific embodiment of the present utility model.As shown in Figure 1：A kind of cast-in-situ bored pile mud
The tank body 1 based on processing unit, including one is starched, the top of the tank body 1 is provided with opening, and opening is communicated with into mud
Pipe 2 is provided with slush pump 3 on entering mud pipe 2, and rotational support has rotating cylinder 4, the outer wall of rotating cylinder 4 in the tank body 1 below opening
Rack gear 5 is set, is engaged with driving tooth with gear ring 5, and this driving tooth is located on the working shaft of motor 6, and motor 6 is then fixed
It is supported on inside tank body 1, the lower part of rotating cylinder 4 is pars infundibularis 7, and multiple permeable holes are evenly distributed on pars infundibularis 7, each permeable
It is both provided with strainer 8 on hole, the shell 9 that catchments to match with its shape, the bottom for the shell 9 that catchments are provided with below pars infundibularis 7
It is provided with discharge pipe line 10, the end of discharge pipe line 10 is located at outside tank body 1, and the top of pars infundibularis 7 is provided with deflector 11, this
A deflector 11 is in coniform, and the bottom end opening of pars infundibularis 7 is connected with the top of drying chamber 12, is provided in drying chamber 12
Staggeredly board group, this board group of interlocking is made of multiple mud guiding plates 13 for tilting down and being interspersed, with the drying chamber 12
Bottom is connected with hot blast pipe 14, and air blower 15 and heating coil 16,12 bottom end opening of drying chamber are disposed on hot blast pipe 14
Lower section be dry mud chamber 17, be connected with dry mud groove 18 in dry mud chamber 17, the outside of the dry mud groove 18 is provided with handle.
Preferably, above-mentioned staggeredly board group is arranged on vibrating grid 19, it is uniformly distributed between this vibrating grid 19 and tank body 1
There are multiple buffer springs 20, and vibrating grid 19 is driven by vibration machine 21；
Above-mentioned dry mud groove 18 is multiple, and is both provided with multiple idler wheels 22 in the bottom of each dry mud groove 18；In tank body 1
Bottom be additionally provided with slope, and the top on slope is connect with the bottom of dry mud chamber 17.
A kind of course of work of cast-in-situ bored pile mud conditioning device of the utility model embodiment is as follows：First with mud
The mud that stock pump 3 will be enriched in large quantity of moisture is drawn into the opening of tank body 1 by entering mud pipe 2, and is fallen directly into from opening
Into rotating cylinder 4, specifically falls on the deflector 11 of cone, opened since deflector 11 is located at 7 bottom end of pars infundibularis first
The surface of mouth, can prevent mud to be directly discharged from pars infundibularis 7 in this way, and under the action of deflector 11, mud can be uniform
The inside for being scattered in pars infundibularis 7, since rotating cylinder 4 can be rotated under the driving of motor 6 with certain speed always, from
Under the action of mental and physical efforts, most moisture can be discharged by the permeable hole on pars infundibularis 7, and due to the presence of strainer 8, it is big absolutely
Partial shale still can be retained in pars infundibularis 7, after water is discharged by permeable hole, can be pooled in catchmenting shell 9, and final
It is discharged by discharge pipe line 10；
Remaining mud is entered by the landing of the opening of 7 bottom end of pars infundibularis in drying chamber 12 under the action of self-weight, and
The slide downward on the mud guiding plate 13 straggly for being distributed and arranging diagonally downward successively, due to existing under always in drying chamber 12
Supreme thermal current, therefore mud guiding plate 13, during movement, the moisture inside contained can be evaporated, and further be done
Dry processing；After mud guiding plate 13 is dried to a certain extent, the downslide action on mud guiding plate 13 can gradually become to have some setbacks, and be
Ensure it is dry after clod can smoothly fall, drying chamber 12 will not be blocked, in above process, vibration machine 21 can begin
Driving vibrating grid 19 and all mud guiding plates 13 thereon are vibrated eventually, and clod can smoothly be moved downward；
Dry clod is fallen into after eventually passing through drying chamber 12 in the dry mud groove 18 of lower section, is filled when in a dry mud groove 18
After having expired dry clod, it is pulled from dry mud chamber 17 by handle and is come out by operating personnel, entrucking processing；And replace one
Empty dry mud groove 18 enters dry mud chamber 17, since dry mud groove 18 is multiple, can greatly improve working efficiency.
Claims (4)
1. a kind of cast-in-situ bored pile mud conditioning device, the device includes tank body (1), it is characterised in that：The tank body (1)
Top be provided with opening, opening is communicated with into mud pipe (2), slush pump (3) is provided on entering mud pipe (2), under opening
Tank body (1) interior rotational support of side has rotating cylinder (4), the outer wall setting rack gear (5) of rotating cylinder (4), the active engaged with gear ring (5)
Tooth position is on the working shaft for the motor (6) being fixed in tank body (1), and the lower part of rotating cylinder (4) is pars infundibularis (7), and pars infundibularis
(7) multiple permeable holes are evenly distributed on, strainer (8) is both provided on each permeable hole, be provided with below the pars infundibularis (7) with
The shell that catchments (9) that its shape matches, the bottom of the shell that catchments (9) is provided with discharge pipe line (10), the end of discharge pipe line (10)
End is located at tank body (1) outside, and the top of pars infundibularis (7) is provided with coniform deflector (11), and the bottom end of pars infundibularis (7) is opened
Mouth is then connected with the top of drying chamber (12), staggeredly board group is provided in drying chamber (12), the staggeredly board group is by multiple
It tilts down and the mud guiding plate (13) being interspersed is constituted, be connected with hot blast pipe (14) with the bottom of the drying chamber (12), heat
Air blower (15) and heating coil (16) are disposed on air hose (14), the lower section of drying chamber (12) bottom end opening is dry mud chamber
(17), it is connected with dry mud groove (18) in dry mud chamber (17), handle is provided on the outside of the dry mud groove (18).
2. cast-in-situ bored pile mud conditioning device according to claim 1, it is characterised in that：The staggeredly board group setting
On vibrating grid (19), multiple buffer springs (20), and vibrating grid are evenly equipped between the vibrating grid (19) and tank body (1)
(19) it is driven by vibration machine (21).
3. cast-in-situ bored pile mud conditioning device according to claim 1, it is characterised in that：The dry mud groove (18) is
It is multiple, and the bottom of dry mud groove (18) is provided with multiple idler wheels (22).
4. cast-in-situ bored pile mud conditioning device according to claim 1, it is characterised in that：Bottom in the tank body (1)
Portion is provided with slope, and the top on slope is connect with the bottom of dry mud chamber (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721702665.2U CN207958097U (en) | 2017-12-09 | 2017-12-09 | A kind of cast-in-situ bored pile mud conditioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721702665.2U CN207958097U (en) | 2017-12-09 | 2017-12-09 | A kind of cast-in-situ bored pile mud conditioning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207958097U true CN207958097U (en) | 2018-10-12 |
Family
ID=63728970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721702665.2U Expired - Fee Related CN207958097U (en) | 2017-12-09 | 2017-12-09 | A kind of cast-in-situ bored pile mud conditioning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207958097U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110776204A (en) * | 2019-11-17 | 2020-02-11 | 李斯琪 | Photovoltaic solar energy driven buried integrated town sewage treatment device |
| CN114920389A (en) * | 2022-06-01 | 2022-08-19 | 铜陵学院 | Method for treating yellow mud water for urban underground construction |
-
2017
- 2017-12-09 CN CN201721702665.2U patent/CN207958097U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110776204A (en) * | 2019-11-17 | 2020-02-11 | 李斯琪 | Photovoltaic solar energy driven buried integrated town sewage treatment device |
| CN110776204B (en) * | 2019-11-17 | 2021-11-02 | 山东中研环保设备有限公司 | Photovoltaic solar energy driven buried integrated town sewage treatment device |
| CN114920389A (en) * | 2022-06-01 | 2022-08-19 | 铜陵学院 | Method for treating yellow mud water for urban underground construction |
| CN114920389B (en) * | 2022-06-01 | 2023-07-28 | 铜陵学院 | Method for treating yellow mud water for urban underground construction |
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| 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: 20181012 Termination date: 20191209 |
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| CF01 | Termination of patent right due to non-payment of annual fee |