CN206220892U - A kind of cast-in-situ bored pile mud circulating system - Google Patents
A kind of cast-in-situ bored pile mud circulating system Download PDFInfo
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- CN206220892U CN206220892U CN201621300802.5U CN201621300802U CN206220892U CN 206220892 U CN206220892 U CN 206220892U CN 201621300802 U CN201621300802 U CN 201621300802U CN 206220892 U CN206220892 U CN 206220892U
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Abstract
The utility model discloses a kind of cast-in-situ bored pile mud circulating system, including mud pit, sedimentation basin, mud cleaner, pulp-inlet pipe, grout outlet, the first slush pump, the first casing, the second casing；The mud pit is connected with the entrance point of pulp-inlet pipe, the port of export of the pulp-inlet pipe is connected with the first casing, first casing is connected with the second casing by mud tube, second casing is connected with the entrance point of grout outlet, the port of export of the grout outlet is connected with sedimentation basin, and the sedimentation basin is connected with the first slush pump, mud cleaner and mud pit successively by discharge pipe；First casing, the second casing are embedded in soil respectively, and the second casing is arranged on the side of the first casing, and drill bit is provided with second casing.This cast-in-situ bored pile mud circulating system can reduce borehole cleaning cost, realize mud self-loopa, meanwhile, the present situation that bright ditch destruction is circulated by mud can be changed, make construction site not only clean and tidy, it is also possible to be fully utilized.
Description
Technical field
The utility model is related to the technical field of filling pile construction mud disposal in construction, more particularly to a kind of drilling
The filling pile slurry circulatory system.
Background technology
In current building pile foundation construction, cast-in-situ bored pile uses drill hole of drilling machine, mud off, between stake holes and mud pit
Mud circulation be to dig bright ditch on ground on construction ground to be circulated.The bright ditch of mud circulation is with the change of stake holes position
It is dynamic, also constantly excavate and change, make to be originally intact construction site, the countless ravines and gullies of change, miriness can't bear after construction, borehole cleaning
High cost.The ground in place cannot utilize, and field holds the untidy requirement that can not meet civilized construction of field looks.Construction is existing
The method for needing a kind of circulation of mud, changes current present situation, makes construction site not only clean and tidy, it is also possible to make full use of as
Construction road, processing place, placing of material etc..
Utility model content
The purpose of this utility model is to provide a kind of cast-in-situ bored pile for reducing borehole cleaning cost, realizing mud self-loopa
Mud circulating system, meanwhile, this cast-in-situ bored pile mud circulating system can change the present situation that bright ditch destruction is circulated by mud, make to apply
Workshop ground is not only clean and tidy, it is also possible to be fully utilized.The technical solution adopted in the utility model is as follows：
A kind of cast-in-situ bored pile mud circulating system, including mud pit, sedimentation basin, mud cleaner, pulp-inlet pipe, pulp
Pipe, the first slush pump, the first casing, the second casing；The mud pit is connected with the entrance point of pulp-inlet pipe, and the pulp-inlet pipe goes out
Mouthful end is connected with the first casing, and first casing is connected with the second casing by mud tube, second casing and grout outlet
Entrance point connection, the port of export of the grout outlet connects with sedimentation basin, the sedimentation basin pass through discharge pipe successively with the first mud
The connection of stock pump, mud cleaner and mud pit；First casing, the second casing are embedded in soil respectively, and the second casing sets
Put in the side of the first casing, drill bit is provided with second casing.
Principle of the present utility model is：When carrying out pile foundation hole cleaning treatment, when the construction of the second casing is, it is necessary to carry out mud borehole cleaning
When, select a pile foundation casing without construction as the first casing around, the mud in mud pit is passed through into slurry
Pipe is imported in the first casing, and now equivalent to slurry storing tank, the upper strata clean plasm in the first casing is entered the first casing by mud tube
In second casing, the need for meeting borehole cleaning；In addition, the sandstone being mixed into mud can be discharged into by grout outlet when reaching a certain amount of it is heavy
Shallow lake pond, after being purified through mud cleaner, enters mud pit, when needing to mend slurry, then is protected through pulp-inlet pipe importing first by mud pit
In cylinder, so as to realize the recycling of mud.
It is preferred that first casing includes cylinder and suspension ring, the first slurry mouth and the second mistake excessively is provided with the cylinder and is starched
Mouthful, first crosses slurry mouth connects with the port of export of pulp-inlet pipe, and second crosses slurry mouth connects with mud tube.
It is preferred that second casing includes casing body, the first pulp flow port and the second pulp flow port are provided with the casing body,
First pulp flow port is connected with the entrance point of grout outlet, and the second pulp flow port is connected with mud tube.
It is preferred that also including pulping pond, the pulping pond is connected with the second slush pump, mud pit successively by discharge pipe.
It is preferred that also including storage inder pot, the storage inder pot is connected with sedimentation basin.
It is preferred that being provided with mud on the pulp-inlet pipe and grout outlet crosses flow control valve.
It is preferred that the top of sedimentation basin sets up screen cloth, the screen cloth includes panel and is fixed on the framework of panel surrounding,
The panel is made up of steel wire.
It is preferred that the pulp-inlet pipe, grout outlet, mud tube and discharge pipe are rubber tube or plastic tube or metal tube.
It is preferred that being communicated with multiple first casings and the second casing between first casing and the second casing.
The utility model is by adopting the above-described technical solution, have the advantages that：
The selection pile foundation casing to be onstructed or having constructed that holds of the utility model circulating mud holds as slurry storing tank and follows
Ring mud, and the distance of the first casing and the second casing will not be far, connecting pipe will not be oversize, and pipeline sets and shortens, so that
The purpose saved has not been only reached, the probability of line clogging has been greatly reduced, while cost-effective, borehole cleaning has been also improved
Efficiency；The mud that the utility model can be between stake holes and mud pit simultaneously by ground pipeline be circulated and not via live ground
Face, does not destroy to original ground, keeps original appearance, maintains the integrality on ground.
Brief description of the drawings
Fig. 1 is the structural representation of embodiment of the present utility model 1.
Fig. 2 is the structural representation of embodiment of the present utility model 2.
Fig. 3 is the attachment structure figure of the casing of the utility model first and the second casing.
Fig. 4 is the structural representation of the casing of the utility model first.
In accompanying drawing, 1- mud pits, 2- mud cleaners, the slush pumps of 3- first, 4- sedimentation basins, 5- mud crosses flow control valve,
6- pulp-inlet pipes, 7- grout outlets, the casings of 8- first, the casings of 9- second, 10- mud tubes, 11- discharge pipes, 12- storage inder pots, 13- pulpings
Pond, the slush pumps of 14- second, 15- drill bits, the stake of the holes of 16- first, the stake of the holes of 17- second, 8.1- cylinders, 8.2- suspension ring, the mistakes of 8.3- first
Slurry mouth.
Specific embodiment
To make the purpose of this utility model, technical scheme and advantage become more apparent, referring to the drawings and enumerate excellent
Embodiment is selected, the utility model is further described.However, it is necessary to explanation, many details listed in specification
It is specific even without these just for the sake of making reader have a thorough explanation to one or more aspects of the present utility model
Details can also realize it is of the present utility model these aspect.
Embodiment 1
As shown in Fig. 1, Fig. 3 and Fig. 4, a kind of cast-in-situ bored pile mud circulating system, including mud pit 1, sedimentation basin 4, mud
Slurry clarifier 2, pulp-inlet pipe 6, grout outlet 7, the first slush pump 3, the first casing 8, the second casing 9；The mud pit 1 and pulp-inlet pipe
6 entrance point connection, the port of export of the pulp-inlet pipe 6 is connected with the first casing 8, and first casing 8 passes through with the second casing 9
Mud tube 10 is connected, and second casing 9 is connected with the entrance point of grout outlet 7, the port of export and the sedimentation basin 4 of the grout outlet 7
Connection, the sedimentation basin 4 is connected with the first slush pump 3, mud cleaner 2 and mud pit 1 successively by discharge pipe 11；Described
One casing 8 be embedded in be drilled with or the soil of first hole to be drilled stake 16 in, the second casing 9 is embedded in and is drilled with or the second hole to be drilled
In the soil of stake 17, the second casing 9 is arranged on the side of the first casing 8, and drill bit 15 is provided with second casing 9；First casing 8
And second the first casing 8 and the second casing 9 for being also in series with connection between casing 9；
First casing 8 includes cylinder 8.1 and suspension ring 8.2, first is provided with the cylinder 8.1 and crosses slurry mouth 8.3 and the second mistake
Slurry mouth, first crosses slurry mouth 8.3 connects with the port of export of pulp-inlet pipe 6, and second crosses slurry mouth connects with mud tube 10.
Second casing 9 includes casing body, and the first pulp flow port and the second pulp flow port, the first pulp flow port are provided with the casing body
Entrance point with grout outlet 7 is connected, and the second pulp flow port is connected with mud tube 10.
It is preferred that also include pulping pond 13, the pulping pond 13 by discharge pipe 11 successively with the second slush pump 14, mud
Pond 1 connects.
It is preferred that also including storage inder pot 12, the storage inder pot 12 is connected with sedimentation basin 4；Set on pulp-inlet pipe 6 and grout outlet 7
It is equipped with mud and crosses flow control valve 5；The top of sedimentation basin 4 sets up screen cloth, and the screen cloth includes panel and is fixed on panel surrounding
Framework, the panel is made up of steel wire.
It is preferred that the pulp-inlet pipe 6, grout outlet 7, mud tube 10 and discharge pipe 11 are rubber tube or plastic tube or metal
Pipe.
Embodiment 2
It is shown as shown in Figure 2, Figure 3 and Figure 4, it is that pulp-inlet pipe 6 is protected with the first casing 8 and second respectively with the difference of embodiment 1
Cylinder 9 is connected, and the first casing 8 and the second casing 9 are also in series between the first casing 8 and the second casing 9, is easy to storage to starch, and improves work
Make efficiency.
When carrying out pile foundation hole cleaning treatment, when the second casing 9 is constructed, it is necessary to when carrying out mud borehole cleaning, select around
Mud in mud pit 1 is imported the first casing 8 by one pile foundation casing without construction as the first casing 8 by pulp-inlet pipe 6
Interior, now equivalent to slurry storing tank, the upper strata clean plasm in the first casing 8 enters the second casing 9 to the first casing 8 by mud tube 10
In, the need for meeting borehole cleaning；In addition, the sandstone being mixed into mud can discharge into sedimentation basin 4 when reaching a certain amount of by grout outlet 7,
Boring mud that the screen cloth of sedimentation basin will be mixed into and sandstone etc. are sifted out, and move into storage inder pot 12, and the mud after precipitation is through mud cleaner 2
After purification, mud pit 4 is entered, the mud that pulping pond 13 is made pumps into mud pit 1 through the second slush pump 14；When needing to mend slurry,
Imported in the first casing 8 through pulp-inlet pipe 6 by mud pit 1 again, so as to realize the recycling of mud.
The above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (9)
1. a kind of cast-in-situ bored pile mud circulating system, it is characterised in that：Including mud pit, sedimentation basin, mud cleaner, enter slurry
Pipe, grout outlet, the first slush pump, the first casing, the second casing；The mud pit is connected with the entrance point of pulp-inlet pipe, it is described enter
The port of export for starching pipe is connected with the first casing, and first casing is connected with the second casing by mud tube, second casing
Connected with the entrance point of grout outlet, the port of export of the grout outlet is connected with sedimentation basin, the sedimentation basin passes through discharge pipe successively
Connected with the first slush pump, mud cleaner and mud pit；First casing, the second casing are embedded in soil respectively, the
Two casings are arranged on the side of the first casing, and drill bit is provided with second casing.
2. cast-in-situ bored pile mud circulating system according to claim 1, it is characterised in that：First casing includes cylinder
Body and suspension ring, be provided with the cylinder first cross slurry mouth and second cross slurry mouth, first cross slurry mouth is connected with the port of export of pulp-inlet pipe,
Second crosses slurry mouth connects with mud tube.
3. cast-in-situ bored pile mud circulating system according to claim 2, it is characterised in that：Second casing includes shield
Cylinder, is provided with the first pulp flow port and the second pulp flow port on the casing body, the first pulp flow port is connected with the entrance point of grout outlet, the
Two pulp flow ports are connected with mud tube.
4. cast-in-situ bored pile mud circulating system according to claim 1, it is characterised in that：Also include pulping pond, it is described
Pulping pond is connected with the second slush pump, mud pit successively by discharge pipe.
5. cast-in-situ bored pile mud circulating system according to claim 1, it is characterised in that：Also include storage inder pot, it is described
Storage inder pot is connected with sedimentation basin.
6. cast-in-situ bored pile mud circulating system according to claim 1, it is characterised in that：The pulp-inlet pipe and grout outlet
On be provided with mud and cross flow control valve.
7. cast-in-situ bored pile mud circulating system according to claim 1, it is characterised in that：The top of sedimentation basin sets up to be had
Screen cloth, the screen cloth includes panel and is fixed on the framework of panel surrounding, and the panel is made up of steel wire.
8. cast-in-situ bored pile mud circulating system according to claim 1, it is characterised in that：The pulp-inlet pipe, grout outlet,
Mud tube and discharge pipe are rubber tube or plastic tube or metal tube.
9. the cast-in-situ bored pile mud circulating system according to any one of claim 1 to 8, it is characterised in that：Described first
Multiple first casings and the second casing are communicated between casing and the second casing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621300802.5U CN206220892U (en) | 2016-11-30 | 2016-11-30 | A kind of cast-in-situ bored pile mud circulating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621300802.5U CN206220892U (en) | 2016-11-30 | 2016-11-30 | A kind of cast-in-situ bored pile mud circulating system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220892U true CN206220892U (en) | 2017-06-06 |
Family
ID=58786686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201621300802.5U Active CN206220892U (en) | 2016-11-30 | 2016-11-30 | A kind of cast-in-situ bored pile mud circulating system |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938658A (en) * | 2017-11-17 | 2018-04-20 | 重庆交通建设(集团)有限责任公司 | A kind of construction method of fender post |
| CN108301797A (en) * | 2018-03-08 | 2018-07-20 | 中铁建大桥工程局集团第四工程有限公司 | A kind of new-type mortar circulatory system for underwater platform drilled pile construction |
| CN108894741A (en) * | 2018-07-12 | 2018-11-27 | 方碧水 | A kind of mud cyclic processing device |
| CN109114004A (en) * | 2018-10-24 | 2019-01-01 | 林玉瑶 | Two-way borehole cleaning mud pump apparatus |
| CN110357384A (en) * | 2019-05-20 | 2019-10-22 | 国家电网有限公司 | A kind of packaged type slurrying circulating treating system |
| CN111706276A (en) * | 2020-06-24 | 2020-09-25 | 中建四局土木工程有限公司 | Gas lift slag-returning pore-forming construction method |
| CN112619279A (en) * | 2020-11-10 | 2021-04-09 | 中建三局安装工程有限公司 | Slurry balance pipe jacking slurry system and construction method thereof |
| CN113738275A (en) * | 2021-09-02 | 2021-12-03 | 中铁二十三局集团第四工程有限公司 | Anti-pollution construction method for cast-in-situ bored pile in pile foundation engineering |
| CN113856319A (en) * | 2021-09-28 | 2021-12-31 | 深圳市桥梁维修设备科技有限公司 | Comprehensive recovery processing method for slurry sand stone of cast-in-situ bored pile |
| CN114458197A (en) * | 2022-01-24 | 2022-05-10 | 中交二航局第四工程有限公司 | Water-land cross-connection area pile group drilling mud circulation device and method |
| CN115405245A (en) * | 2022-09-05 | 2022-11-29 | 中铁九桥工程有限公司 | Mud circulation preparation system |
-
2016
- 2016-11-30 CN CN201621300802.5U patent/CN206220892U/en active Active
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938658A (en) * | 2017-11-17 | 2018-04-20 | 重庆交通建设(集团)有限责任公司 | A kind of construction method of fender post |
| CN108301797A (en) * | 2018-03-08 | 2018-07-20 | 中铁建大桥工程局集团第四工程有限公司 | A kind of new-type mortar circulatory system for underwater platform drilled pile construction |
| CN108894741A (en) * | 2018-07-12 | 2018-11-27 | 方碧水 | A kind of mud cyclic processing device |
| CN109114004A (en) * | 2018-10-24 | 2019-01-01 | 林玉瑶 | Two-way borehole cleaning mud pump apparatus |
| CN110357384A (en) * | 2019-05-20 | 2019-10-22 | 国家电网有限公司 | A kind of packaged type slurrying circulating treating system |
| CN111706276A (en) * | 2020-06-24 | 2020-09-25 | 中建四局土木工程有限公司 | Gas lift slag-returning pore-forming construction method |
| CN112619279A (en) * | 2020-11-10 | 2021-04-09 | 中建三局安装工程有限公司 | Slurry balance pipe jacking slurry system and construction method thereof |
| CN113738275A (en) * | 2021-09-02 | 2021-12-03 | 中铁二十三局集团第四工程有限公司 | Anti-pollution construction method for cast-in-situ bored pile in pile foundation engineering |
| CN113738275B (en) * | 2021-09-02 | 2024-02-27 | 中铁二十三局集团第四工程有限公司 | Anti-pollution construction method for bored pile of pile foundation engineering |
| CN113856319A (en) * | 2021-09-28 | 2021-12-31 | 深圳市桥梁维修设备科技有限公司 | Comprehensive recovery processing method for slurry sand stone of cast-in-situ bored pile |
| CN113856319B (en) * | 2021-09-28 | 2023-03-28 | 深圳市桥梁维修设备科技有限公司 | Comprehensive recovery processing method for slurry sand stone of cast-in-situ bored pile |
| CN114458197A (en) * | 2022-01-24 | 2022-05-10 | 中交二航局第四工程有限公司 | Water-land cross-connection area pile group drilling mud circulation device and method |
| CN115405245A (en) * | 2022-09-05 | 2022-11-29 | 中铁九桥工程有限公司 | Mud circulation preparation system |
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