CN204457515U - A kind of bored pile mud circulation treatment system - Google Patents
A kind of bored pile mud circulation treatment system Download PDFInfo
- Publication number
- CN204457515U CN204457515U CN201520099360.1U CN201520099360U CN204457515U CN 204457515 U CN204457515 U CN 204457515U CN 201520099360 U CN201520099360 U CN 201520099360U CN 204457515 U CN204457515 U CN 204457515U
- Authority
- CN
- China
- Prior art keywords
- mud
- sedimentation basin
- slush pump
- circulatory pool
- rig
- 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.)
- Active
Links
Landscapes
- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a kind of bored pile mud circulation treatment system, comprising: useless slurry exhaust system and rig mud circulating system, connected by mud arm between described useless slurry exhaust system and rig mud circulating system; Described useless slurry exhaust system comprises sedimentation basin B, and described sedimentation basin B is connected with outside blowdown car with mud arm by dredge pump; Described rig mud circulating system comprises: rig, sedimentation basin A, circulatory pool and stake holes, mud overfall is offered between described sedimentation basin A and circulatory pool, circulating slot is offered between described stake holes and sedimentation basin A, described sedimentation basin A is connected with sedimentation basin B with slush pump by mud arm, and described circulatory pool is connected to stake holes by mud arm and slush pump.The utility model solves the shortcomings such as pore-forming slurry coat method is of poor quality, and sediment is thick, and mud emission amount is large, improves, ensure that the reliable in quality of pore-forming mud to mud circulation treatment system, reduces sediment thickness at the bottom of hole, reduces mud emission amount.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of bored pile mud circulation treatment system.
Background technology
East China groundwater table is general higher, when carrying out drilling pouring pile hole, carrying boring mud for convenience and preventing hole wall collapse, needing in hole, to add slurry coat method in pore forming process.Slurry coat method is generally made up of water, clay and chemical treatments, slurry coat method should have good physical and chemical stability, suitable viscosity and less sand content, boring mud is contained because flowing out mud in pore forming process in hole, can not meet retaining wall requirement, just again need send in hole by slush pump after suitably process meets retaining wall requirement and use, by the continuous circular treatment to mud, guarantee that the retaining wall of mud is respond well.
In current engineering, the process of bored pile mud circulation is mainly carried out between a mud pit and boring, mud is flowed out in hole, carry out simple standing process in mud pit after, namely brought in boring by slush pump and reuse, the method can reduce the expense manufacturing fresh mud to a certain extent, ensures the retaining wall effect of mud.
There is following problem in current conventional treatment measure:
1, because mud circulation is only carried out between a mud pit and boring, mud conditioning is thorough not, and cause pore-forming quality of mud fluid poor, sediment is thick.
2, the discarded slurry in sedimentation basin directly drains into mud blowdown car with dredge pump and transports place, fails repetitive cycling to utilize, and the mud water content of discharging is large, and discarded slurry discharge value is large, and environment pollution is serious, deficiency in economic performance.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of bored pile mud circulation treatment system, the shortcomings such as can solve pore-forming slurry coat method of poor quality, sediment is thick, and mud emission amount is large.Mud circulation treatment system is improved, ensure that the reliable in quality of pore-forming mud, reduce sediment thickness at the bottom of hole, reduce mud emission amount.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of bored pile mud circulation treatment system, comprise: useless slurry exhaust system and rig mud circulating system, connected by mud arm between described useless slurry exhaust system and rig mud circulating system, described useless slurry exhaust system comprises a sedimentation basin B, and become at least 1 to precipitate chamber by baffle for separating in described sedimentation basin B, offer mud overfall between described precipitation chamber, described precipitation chamber is connected with outside blowdown car with mud arm by dredge pump, described rig mud circulating system comprises: rig, sedimentation basin A, circulatory pool and stake holes, separated by dividing plate between described sedimentation basin A and circulatory pool, sedimentation basin A is divided at least 1 precipitation chamber by dividing plate, between described precipitation chamber, mud overfall is offered between the precipitation chamber of most downstream and circulatory pool, circulating slot is offered between described stake holes and sedimentation basin A, described circulating slot connects stake holes and sedimentation basin A, in described sedimentation basin A, the precipitation chamber of most downstream is connected with the precipitation chamber of most upstream in sedimentation basin B with slush pump by mud arm, described circulatory pool is connected to stake holes by mud arm and slush pump.
Preferably, on described sedimentation basin A and circulatory pool, sedimentation basin B is provided with slush pump support, described slush pump, dredge pump are arranged on slush pump support, and described slush pump support place is also provided with electric hoist, by electric hoist, control the lifting of slush pump and dredge pump.
Preferably, described slush pump support is fixed on the gantry-travelling support of both sides, and can move forward and backward along gantry-travelling support.
Preferably, the quantity of described blowdown car is at least two, can ensure on-the-spot uninterrupted construction, improve the efficiency of boring.
Preferably, the surrounding of described sedimentation basin A and circulatory pool, the surrounding of sedimentation basin B are provided with a corral guard rail rod, and the surrounding pedestrian of protection and the safety of vehicle, prevent pedestrian from crashing into.
The beneficial effects of the utility model are: 1, set up rig mud circulating system, before machine perforate, select the slurry coat method of suitable performance indications to pump in machine drill bit carry out pore-forming, the mud of discharging in pore forming process is processed, slurry coat method is processed, guarantees that the mud property entered in boring meets the quality requirement of retaining wall; 2, useless slurry exhaust system is set up, precipitation process is carried out to the mud of discharging in stake holes, the slag charge lower to moisture content bottom sedimentation basin B can be discharged by direct dredge pump, transported by mud blowdown car, adopted slush pump top layer mud property being met to retaining wall requirement is pumped to rig mud circulating system, reuses, and this system is conducive to reducing useless slurry discharge value, reduce sewage charge use, and repeat to recycle slurry coat method.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of bored pile mud circulation of the utility model treatment system one preferred embodiment;
Fig. 2 is the structural representation of described useless slurry exhaust system;
Fig. 3 is the structural representation of described rig mud circulating system;
In accompanying drawing, the mark of each parts is as follows: 1, rig, 2, slush pump, 3, dredge pump, 4, circulating slot, 5, mud arm, 6, circulatory pool, 7, sedimentation basin A, 8, sedimentation basin B, 9, useless slurry exhaust system, 10, rig mud circulating system, 11, blowdown car, 12, stake holes, 12 ', molded stake holes, 13, slurry transportation direction, 14, mud overflow direction, 15, mud overfall, 16, useless slurry emission direction, 17, slush pump support, 18, gantry-travelling support, 19, go along with sb. to guard him railing, 71, first precipitation chamber, 72, second precipitation chamber, 81, 3rd precipitation chamber, 82, 4th precipitation chamber, 83, 5th precipitation chamber.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Refer to Fig. 1, Fig. 2 and Fig. 3, the utility model embodiment comprises:
A kind of bored pile mud circulation treatment system, comprising: useless slurry exhaust system 9 and rig mud circulating system 10, connected by mud arm 5 between described useless slurry exhaust system 9 and rig mud circulating system 10, described useless slurry exhaust system 9 comprises a sedimentation basin B8, and become three to precipitate chamber by baffle for separating in described sedimentation basin B8, offer mud overfall 15 between described precipitation chamber, described precipitation chamber is connected with outside blowdown car 11 with mud arm 5 by dredge pump 3, described rig mud circulating system 10 comprises: rig 1, sedimentation basin A7, circulatory pool 6 and stake holes 12, separated by dividing plate between described sedimentation basin A7 and circulatory pool 6, sedimentation basin A7 is divided into two precipitation chambeies by dividing plate, described precipitation chamber (71, 72) between, mud overfall 15 is offered between the precipitation chamber 71 of most downstream and circulatory pool 6, circulating slot 4 is offered between described stake holes 12 and sedimentation basin A7, described circulating slot 4 connects stake holes 12 and sedimentation basin A7, in described sedimentation basin A7, the precipitation chamber 71 of most downstream is connected with the precipitation chamber 81 of most upstream in sedimentation basin B8 with slush pump 2 by mud arm 5, described circulatory pool 6 is connected to stake holes 12 by mud arm 5 and slush pump 2.
Further, on described sedimentation basin A7 and circulatory pool 6, sedimentation basin B8 is provided with slush pump support 17, described slush pump 2, dredge pump 3 is arranged on slush pump support 17, described slush pump support 17 place is also provided with electric hoist, on the gantry-travelling support that described slush pump support 17 is fixed on both sides 18, and can move forward and backward along gantry-travelling support 18, pass through electric hoist, control the lifting of slush pump 2 and dredge pump 3, when the useless slurry precipitated in sedimentation basin B8 is more, electric hoist control of sewage disposal pump 3 drops at the bottom of sedimentation basin B8, useless slurry is pumped to blowdown car 11 and transport process.
Work progress of the present utility model is as follows:
1, before carrying out pile foundation pore-forming, first use sedimentation basin A7, circulatory pool 6 and the sedimentation basin B8 in excavator digging drill mud circulating system 10 and useless slurry exhaust system 9, hand excavation's circulating slot 4, and set up slush pump support 17, gantry-travelling support 18 and gone along with sb. to guard him railing 19;
3, mud is transported at the bottom of stake holes 12 hole by slush pump 2 pressure in circulatory pool 6, carries out into holes protecting wall;
4, as shown in slurry transportation direction 13 in Fig. 1, return slurry turns back to rig mud circulating system 10 sedimentation basin A7 by circulating slot 4 at the bottom of stake holes 13 hole after creeping into, after the precipitation that first in sedimentation basin A7 precipitates chamber 71 and the second precipitation chamber 72, thicker for bottom sediment slush pump 2 is pumped in the useless sedimentation basin B8 starching exhaust system 9 and carry out twice precipitation; Sedimentation basin A7 top layer comparatively thin mud then enters circulatory pool 6 by mud overfall 15 overflow;
5, as shown in mud overflow direction 14 in Fig. 1, the sedimentation basin B8 top layer of useless slurry exhaust system 9 comparatively thin mud overflow enters circulatory pool 6, mud property is measured, if performance meets retaining wall requirement, can directly adopt slush pump 2 to pump into stake holes 12 to recycle, if performance does not meet the demands and need add swell soil or additive processes, then the circulatory pool 6 being pumped into rig mud circulating system 10 recycles;
6, the mud in useless slurry exhaust system 9, as Fig. 1, the precipitation in chamber 82 and the 5th precipitation chamber 83 is precipitated through the 3rd precipitation chamber 81, the 4th, top layer comparatively thin mud overflow enters circulatory pool 6, mud slag at the bottom of pond, as slurry emission direction 16 useless in Fig. 1, be transported to blowdown car 11 by the dredge pump 3 that can be elevated and transport place; After pore-forming completes when concrete perfusion, the slurry process of spilling is with the mud of discharging in pore forming process;
In order to cost-saving, before the boring of bored pile machine, first adopt the mud of some better performances to recycle, after machine pore-forming, original soil pulping can be adopted.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (6)
1. a bored pile mud circulation treatment system, is characterized in that, comprising: useless slurry exhaust system and rig mud circulating system, connected by mud arm between described useless slurry exhaust system and rig mud circulating system, described useless slurry exhaust system comprises a sedimentation basin B, and become at least 1 to precipitate chamber by baffle for separating in described sedimentation basin B, offer mud overfall between described precipitation chamber, described precipitation chamber is connected with outside blowdown car with mud arm by dredge pump, described rig mud circulating system comprises: rig, sedimentation basin A, circulatory pool and stake holes, separated by dividing plate between described sedimentation basin A and circulatory pool, sedimentation basin A is divided at least 1 precipitation chamber by dividing plate, between described precipitation chamber, mud overfall is offered between the precipitation chamber of most downstream and circulatory pool, circulating slot is offered between described stake holes and sedimentation basin A, described circulating slot connects stake holes and sedimentation basin A, in described sedimentation basin A, the precipitation chamber of most downstream is connected with the precipitation chamber of most upstream in sedimentation basin B with slush pump by mud arm, described circulatory pool is connected to stake holes by mud arm and slush pump.
2. a kind of bored pile mud circulation treatment system according to claim 1, is characterized in that, on described sedimentation basin A and circulatory pool, sedimentation basin B is provided with slush pump support, described slush pump, dredge pump are arranged on slush pump support.
3. a kind of bored pile mud circulation treatment system according to claim 2, it is characterized in that, described slush pump support is fixed on the gantry-travelling support of both sides, and can move forward and backward along gantry-travelling support.
4. a kind of bored pile mud circulation treatment system according to claim 2, is characterized in that, described slush pump support place is also provided with electric hoist, is used for controlling the lifting of slush pump and dredge pump.
5. a kind of bored pile mud circulation treatment system according to claim 1, it is characterized in that, the quantity of described blowdown car is at least two.
6. a kind of bored pile mud circulation treatment system according to claim 1, is characterized in that, the surrounding of described sedimentation basin A and circulatory pool, the surrounding of sedimentation basin B are provided with a corral guard rail rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520099360.1U CN204457515U (en) | 2015-02-12 | 2015-02-12 | A kind of bored pile mud circulation treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520099360.1U CN204457515U (en) | 2015-02-12 | 2015-02-12 | A kind of bored pile mud circulation treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204457515U true CN204457515U (en) | 2015-07-08 |
Family
ID=53664417
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520099360.1U Active CN204457515U (en) | 2015-02-12 | 2015-02-12 | A kind of bored pile mud circulation treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204457515U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105498351A (en) * | 2015-11-23 | 2016-04-20 | 上海十三冶建设有限公司 | Cast-in-situ bored pile slurry deposition filtering apparatus and construction method |
| CN105568961A (en) * | 2015-12-28 | 2016-05-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Hole forming method suitable for soft plastic red clay stratum pile foundation |
| CN105735923A (en) * | 2016-03-24 | 2016-07-06 | 上海市机械施工集团有限公司 | Slurry circulation treatment system |
| CN107939319A (en) * | 2017-12-22 | 2018-04-20 | 中地装重庆探矿机械有限公司 | A kind of aperture midge equipment |
| CN107952760A (en) * | 2017-12-28 | 2018-04-24 | 辽宁三三工业有限公司 | Mud channel sediment pulse cleaning system |
| CN110498580A (en) * | 2019-08-12 | 2019-11-26 | 中国建筑第八工程局有限公司 | Construction waste mud disposal system and its processing method |
| 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 |
| CN114031249A (en) * | 2021-11-26 | 2022-02-11 | 中国二十冶集团有限公司 | Cast-in-situ bored pile slurry curing treatment system and curing outward transportation construction method |
-
2015
- 2015-02-12 CN CN201520099360.1U patent/CN204457515U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105498351A (en) * | 2015-11-23 | 2016-04-20 | 上海十三冶建设有限公司 | Cast-in-situ bored pile slurry deposition filtering apparatus and construction method |
| CN105568961A (en) * | 2015-12-28 | 2016-05-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Hole forming method suitable for soft plastic red clay stratum pile foundation |
| CN105735923A (en) * | 2016-03-24 | 2016-07-06 | 上海市机械施工集团有限公司 | Slurry circulation treatment system |
| CN105735923B (en) * | 2016-03-24 | 2019-04-19 | 上海市机械施工集团有限公司 | A kind of mud circulating treating system |
| CN107939319A (en) * | 2017-12-22 | 2018-04-20 | 中地装重庆探矿机械有限公司 | A kind of aperture midge equipment |
| CN107952760A (en) * | 2017-12-28 | 2018-04-24 | 辽宁三三工业有限公司 | Mud channel sediment pulse cleaning system |
| CN107952760B (en) * | 2017-12-28 | 2023-10-13 | 辽宁三三工业有限公司 | Mud pipeline sediment pulse cleaning system |
| CN110498580A (en) * | 2019-08-12 | 2019-11-26 | 中国建筑第八工程局有限公司 | Construction waste mud disposal system and its processing method |
| 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 |
| CN114031249A (en) * | 2021-11-26 | 2022-02-11 | 中国二十冶集团有限公司 | Cast-in-situ bored pile slurry curing treatment system and curing outward transportation construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204457515U (en) | A kind of bored pile mud circulation treatment system | |
| CN203947484U (en) | Foundation pit drainage and circulating water utilization system | |
| CN104631439A (en) | Pump suction reverse circulation pile foundation construction device and method | |
| CN109629561A (en) | A kind of high trestle operation platform reacting cycle pile system of clean and environmental protection | |
| CN103603339A (en) | Method for long spiral drilling machine grouting retaining wall hole forming and system thereof | |
| CN104712286B (en) | Classified grouting method utilizing results of coal seam floor water-bearing layer single-hole water discharge test | |
| CN108757027A (en) | Multi-functional lobby water system in a kind of tunnel | |
| CN203603145U (en) | Long spiral drilling machine grouting retaining wall hole forming system | |
| CN203161137U (en) | Mud purification and recycling device for cut-off wall construction with percussion drill | |
| CN206957764U (en) | A kind of underground mine capital construction phase temporary drainage system | |
| CN107354949B (en) | Cyclic utilization system for the Metro station excavation water resource close to high slope | |
| CN206872576U (en) | Dam foundation ditch sewage disposal system | |
| JPH1113039A (en) | Water storage device for river | |
| CN209483247U (en) | Boring mud Sediment filter box for high trestle operation platform reacting cycle pile system | |
| CN205712294U (en) | A kind of oil field river water system | |
| CN211445327U (en) | Organic contaminated site groundwater remediation system | |
| CN209483248U (en) | Boring mud deposit box for high trestle operation platform reacting cycle pile system | |
| CN210728760U (en) | Regular flushing type sand basin capable of increasing overflowing capacity | |
| CN205773560U (en) | One is simply constructed wastewater treatment equipment | |
| CN205088739U (en) | Seasonal shoal river alluvial flat formula water intaking structures | |
| CN203154889U (en) | Sludge discharging system applied to double-layer horizontal flow sedimentation tank | |
| CN105201041B (en) | A kind of seasonal shoal river alluvial flat formula intake strucure and water intaking technique | |
| CN208732766U (en) | A kind of down-hole comprehensive utilization system of water source | |
| CN202194125U (en) | Slurry circulation system adopting guard barrels connected in series | |
| CN208717929U (en) | A kind of foundation pit construction water circulation utilization system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Suzhou District South East Suzhou city Jiangsu province 215000 New Building No. 10 Patentee after: Jiangsu Academy of building Limited by Share Ltd Address before: Suzhou District South East Suzhou city Jiangsu province 215000 No. 10 (new building) Patentee before: Jiangsu Jianyuan Construction Co., Ltd. |
|
| CP03 | Change of name, title or address |