CN108678693A - Mobile mud pit and its working method - Google Patents
Mobile mud pit and its working method Download PDFInfo
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- CN108678693A CN108678693A CN201810430763.8A CN201810430763A CN108678693A CN 108678693 A CN108678693 A CN 108678693A CN 201810430763 A CN201810430763 A CN 201810430763A CN 108678693 A CN108678693 A CN 108678693A
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- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000007246 mechanism Effects 0.000 claims abstract description 26
- 238000010276 construction Methods 0.000 claims abstract description 23
- 238000005096 rolling process Methods 0.000 claims abstract description 11
- 239000002023 wood Substances 0.000 claims abstract description 10
- 238000001556 precipitation Methods 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 61
- 239000010959 steel Substances 0.000 claims description 61
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 238000004062 sedimentation Methods 0.000 claims description 11
- 238000005553 drilling Methods 0.000 claims description 10
- 238000005192 partition Methods 0.000 claims description 8
- 238000004140 cleaning Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims description 4
- 230000032258 transport Effects 0.000 claims description 3
- 230000003750 conditioning effect Effects 0.000 abstract description 3
- 238000009412 basement excavation Methods 0.000 abstract description 2
- 239000002356 single layer Substances 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000013049 sediment Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000000338 in vitro Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/01—Arrangements for handling drilling fluids or cuttings outside the borehole, e.g. mud boxes
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses the geotechnical centrifuge structures of single-layer layout to solve the problems, such as certain construction site mud pit difficult arrangements using mobile mud pit；Using mobile mud pit, reduce the excavation of mud pit, protect, the work such as backfill reduce working procedure, accelerate duration progress；Using mobile mud pit, because rolling mechanism is mounted on carrying platform lower part, it so that mobile mud pit transhipment is convenient, can be used in multiple places for one case, it is more economical relatively to excavate multiple mud pits；The working method of mobile mud pit carries out raising for entirety using screw jack, and fills in the lumps of wood and be supported, and progress can be stablized by being convenient for the cycle of mud and precipitation；After mud conditioning, the movement of mobile mud pit is again more convenient quick.
Description
Technical field
The invention belongs to a kind of construction project technical fields, and in particular to mobile mud pit and its working method.
Background technology
In bored pile construction, mud has retaining wall, takes the important function such as slag, cooling drilling tool, lubrication, therefore is drilling
Before filling pile construction, mud pit is generally built, stores mud, to circulating mud, precipitates dregs.Mud conditioning is always building site
A great problem.Brown muddy water is usually seen on building site to flow over everywhere, has both been influenced the image in building site, has also been influenced applying for building site
Work, " arch-criminal " therein are exactly this mud.
Conventional mud pond, when construction, need time and cost, after the completion of drilling construction, need to remove and backfill, again when
Between and cost, it is often more important that cause environmental pollution and site operation security risk.
Application No. is the patents of CN201520013603.5 to disclose a kind of drilled pile construction environment-protective slurry case, including mud
Cabinet frame and the mud wall panel being welded in mud cabinet frame, the mud cabinet frame and mud wall panel collectively form one
The mud babinet of top opening places end in the mud pit and is equipped with inlet pipe mouth, in vitro in mud pit body periphery lower end
Equipped with pulp nozzle, it is equipped with valve at the pulp nozzle, is convenient for hanging in being respectively arranged on the left side and the right side for the mud babinet
Fill the lifting lug of mud babinet.In the patent, need to use the transport apparatus such as tower crane, crane when carrying out the transhipment of mud pit
It is hung from high-altitude to stating mud pit, it is practical in engineering, so heavy mud pit can not be turned from high-altitude substantially
Move, so and it is unreasonable, need research and development department a kind of new mobile mud pit and its working method to solve mentioned above ask
Topic.
Invention content
The purpose of the present invention is that solve the above-mentioned problems and provides a kind of mobile mud pit and its working method.
The present invention is achieved through the following technical solutions above-mentioned purpose：
Mobile mud pit, including：
Babinet for containing mud；
For carry babinet and can transverse shifting babinet mobile device, mobile device includes the carrying for carrying babinet
Platform, for reducing the rolling mechanism of frictional force, the bindiny mechanism for being connect with draft gear between carrying platform and ground,
Babinet is placed on the carrying platform, and rolling mechanism is mounted on carrying platform lower part, and one end of bindiny mechanism is connect with carrying platform,
The other end of bindiny mechanism is connect with draft gear.
Specifically, the first end of babinet is mud input terminal, and setting is there are two water outlet on the side wall of babinet second end, two
A water outlet is connected to two and is used for the outlet valve that mud is released, and is used to obstruct there are one partition board close to the setting of its second end in babinet
Babinet is simultaneously separated into sedimentation basin and follows stock tank by mud dregs, and divider height is less than box height.
Specifically, carrying platform includes more channel steels and two I-steel composition, and two I-steel are mutually parallel installation, more
Root channel steel is mutually parallel installation, per adjacent two channel steels between be spaced identical, the both ends of every channel steel are individually positioned in two works
Word steel top, and welded with I-steel.
Specifically, rolling mechanism includes multiple universal wheels, and universal wheel includes connecting plate, bearing, connecting shaft, holder, tire
Ontology, tire body is rotatably rack-mount by connecting shaft, and the upper end of holder is fixedly connected with the outer ring of bearing, axis
The inner ring held is fixedly connected with connecting plate bottom, is fixedly connected with the bottom of I-steel at the top of connecting plate.
Specifically, bindiny mechanism includes limited block, the first pipe fitting, the second pipe fitting, third pipe fitting, the 4th pipe fitting, the first pipe
The both ends of part are separately fixed on two I-steel, and the second pipe fitting is rotatably sleeved on the first pipe fitting, two limited block peaces
On the second pipe fitting and for limiting sliding of second pipe fitting on the first pipe fitting, one end of third pipe fitting and the first pipe fitting
Middle part is fixedly connected, and the other end of third pipe fitting is connect with the middle part of the 4th pipe fitting, and the second pipe fitting is vertical with third pipe fitting, and the 4th
Pipe fitting is vertical with third pipe fitting, and the 4th pipe fitting is vertical with second, draft gear connection and the 4th pipe fitting.
The working method of mobile mud pit, includes the following steps：
When S1, drilled pile construction, mud cycle is carried out using mobile mud pit, drilling and filling concrete are completed in cooperation
Operation；
S2, construction period coordinate mud in manual cleaning movable type mud pit, mud self-unloading with excavator after the completion
Automobile Transportation is to designated position；
S3, next job location will be transferred to without the mobile mud pit of mud with draft gear.
Specifically, above-mentioned steps S1 also specifically includes following steps：
2 screw jack are respectively set in C1, two I-steel bottoms, by integral raising to I-steel away from ground 40cm；
C2, the lumps of wood 4 of 0.5 meter of long, 400mm wide, 400mm high are filled in for mud pit use in jack neighbouring position
When support；
C3, jack is withdrawn from；
C4, mud cycle and precipitation are carried out in mud pit using water inlet discharging device.
Specifically, above-mentioned steps S2 also specifically includes following steps：
Using the sedimentation basin in excavator cleaning babinet during D1, use.
Specifically, above-mentioned steps S3 also specifically includes following steps：
E1,2 screw jack are respectively set two I-steel bottoms, by integral raising to I-steel away from ground
40cm pulls out supporting square timber, then puts down jack to multiple universal wheels and land；
E2, with the connecting component of draft gear with the 4th pipe fitting grafting and lock after, mud pit is dragged into next construction
Place.
The beneficial effects of the present invention are：
The mobile mud pit and its working method of the present invention：
1, using mobile mud pit, certain construction site mud pit difficult arrangements are solved the problems, such as.
2, using mobile mud pit, reducing the excavation of mud pit, protect, the work such as backfill reduce working procedure,
Accelerate duration progress.
4, using mobile mud pit, because rolling mechanism is mounted on carrying platform lower part, so that mobile mud
Case transhipment it is convenient, one case can it is multiple place use, it is more economical relatively to excavate multiple mud pits；
5, the working method of mobile mud pit carries out raising for entirety using screw jack, and fills in lumps of wood progress
Support, progress can be stablized by being convenient for the cycle of mud and precipitation；After mud conditioning, the movement of mobile mud pit is again
It is more convenient quick.
Description of the drawings
Fig. 1 is the work in combination structural schematic diagram of the present invention；
Fig. 2 is the structural schematic diagram of middle case of the present invention；
Fig. 3 is the structural schematic diagram of mobile device in the present invention；
Fig. 4 is the structural schematic diagram of universal wheel in the present invention；
Fig. 5 is the vertical view of universal wheel in the present invention；
Fig. 6 is the structural schematic diagram of bindiny mechanism in the present invention.
In figure：11, babinet；12, outlet valve；13, partition board；21, channel steel；22, I-steel；23, bindiny mechanism；231, it limits
Block；232, the first pipe fitting；233, the second pipe fitting；234, third pipe fitting；235, the 4th pipe fitting；24, universal wheel；241, connecting plate；
242, bearing；243, connecting shaft；244, holder；245, tire body；25, the lumps of wood.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings：
As shown in figs 1 to 6, mobile mud pit, including：
Babinet 11 for containing mud；
For carry babinet 11 and can transverse shifting babinet 11 mobile device, mobile device includes for carrying babinet 11
Carrying platform, for reducing the rolling mechanism of frictional force, the company for being connect with draft gear between carrying platform and ground
Connection mechanism 23, babinet 11 place on the carrying platform, rolling mechanism be mounted on carrying platform lower part, one end of bindiny mechanism 23 with
Carrying platform connects, and the other end of bindiny mechanism 23 is connect with draft gear.
Specifically, the first end of babinet 11 is mud input terminal, and there are two water outlets for setting on the side wall of 11 second end of babinet
Mouthful, two water outlets are connected to two for the outlet valves 12 that mud is released, in babinet 11 close to the setting of its second end there are one every
Plate 13 is less than 11 height of babinet for obstructing mud dregs and babinet 11 being separated into sedimentation basin with stock tank, 13 height of partition board is followed.
Specifically, carrying platform includes that more channel steels 21 and two I-steel 22 form, and two I-steel 22 are mutually parallel
Installation, more channel steels 21 are mutually parallel installation, per adjacent two channel steels 21 between be spaced identical, the both ends of every channel steel 21 are distinguished
Two 22 tops of I-steel are placed on, and are welded with I-steel 22.
Specifically, rolling mechanism includes multiple universal wheels 24, and universal wheel 24 includes connecting plate 241, bearing 242, connecting shaft
243, holder 244, tire body 245, tire body 245 are rotatably mounted on holder 244 by connecting shaft 243, holder
244 upper end is fixedly connected with the outer ring of bearing 242, and the inner ring of bearing 242 is fixedly connected with 241 bottom of connecting plate, connecting plate
241 tops are fixedly connected with the bottom of I-steel 22.
Specifically, bindiny mechanism 23 includes limited block 231, the first pipe fitting 232, the second pipe fitting 233, third pipe fitting 234, the
The both ends of four pipe fittings 235, the first pipe fitting 232 are separately fixed on two I-steel 22, and the second pipe fitting 233 is rotatably sleeved on
On first pipe fitting 232, two limited blocks 231 are mounted on the second pipe fitting 233 and for limiting the second pipe fitting 233 in the first pipe fitting
Sliding on 232, one end of third pipe fitting 234 are fixedly connected with the middle part of the first pipe fitting 232, the other end of third pipe fitting 234
It is connect with the middle part of the 4th pipe fitting 235, the second pipe fitting 233 is vertical with third pipe fitting 234, the 4th pipe fitting 235 and third pipe fitting 234
Vertically, the 4th pipe fitting 235 is vertical with second, draft gear connection and the 4th pipe fitting 235.
The working method of mobile mud pit, includes the following steps：
When S1, drilled pile construction, mud cycle is carried out using mobile mud pit, drilling and filling concrete are completed in cooperation
Operation；
S2, construction period coordinate mud in manual cleaning movable type mud pit, mud self-unloading with excavator after the completion
Automobile Transportation is to designated position；
S3, next job location will be transferred to without the mobile mud pit of mud with draft gear.
Specifically, above-mentioned steps S1 also specifically includes following steps：
2 screw jack are respectively set in C1, two 22 bottoms of I-steel, by integral raising to I-steel 22 away from ground
40cm；
C2, jack neighbouring position fills in 0.5 meter of long, 400mm wide, the lumps of wood 254 of 400mm high makes for mud pit
The support of used time；
C3, jack is withdrawn from；
C4, mud cycle and precipitation are carried out in mud pit using water inlet discharging device.
Specifically, above-mentioned steps S2 also specifically includes following steps：
Using the sedimentation basin in excavator cleaning babinet 11 during D1, use.
Specifically, above-mentioned steps S3 also specifically includes following steps：
E1,2 screw jack are respectively set two 22 bottoms of I-steel, by integral raising to I-steel 22 away from ground
40cm pulls out supporting square timber 25, then puts down jack to multiple universal wheels 24 and land；
E2, with the connecting component of draft gear with 235 grafting of the 4th pipe fitting and lock after, mud pit is dragged into next apply
Building site point.
Preferred embodiment：
6 meters of the length of babinet 11, it is 3 meters wide, it is 1.5 meters high, it is formed by 5mm steel plate seamless weldings；
It is separated as partition board 13 setting 1 meter of high steel plate of one side away from 11 second end of babinet, 0.7 meter of position, babinet 11 is divided
It is cut into sedimentation basin and follows stock tank.Steel plate has the function that purify mud for obstructing sediment, it is ensured that mud index satisfaction is persistently applied
Work requirement；
Two water outlet diameters are 15cm；
I-steel 22 selects 2 root long, 6 meters of H profile steels (HW200*200), and the center spacing of two I-steel 22 is 2.6m；
Channel steel 21 is 12, long 3 meters (10# channel steels 21), adjacent 0.5 meter of two channel steels, 21 spacing；
Bear, anchor bolt fix 6 overweight shaped iron cores at 0.5 meter apart from both ends of I-steel 22 and at span centre position
Rubber universal wheel 24 realizes that mobile device can 360 ° of movements；
Mobile mud pit operation：
C1,4 screw jack are respectively set in 1.5 meters away from 22 both ends of I-steel, by integral raising to kingpost baseplate
Away from ground 40cm；
C2, jack neighbouring position fill in the 0.5 meter long 400mm wide 400m high lumps of wood 254 to be made for mobile mud pit
Used time supports；
C3, jack is withdrawn from；
C4, mud cycle and precipitation are carried out in mud pit using water inlet discharging device.
Sedimentation basin is cleared up using excavator during D1, use.
E1,2 screw jack are respectively set two 22 bottoms of I-steel, by integral raising to I-steel 22 away from ground
40cm pulls out supporting square timber 25, then puts down jack to multiple universal wheels 24 and land；
E2, with the connecting component of draft gear with 235 grafting of the 4th pipe fitting and lock after, mud pit is dragged into next apply
Building site point.
Actually use situation：
It is described in detail for connecting across the Beijing-Kowloon Railway Grade Separation Project project of highway extension project suddenly.
Project profile
Even suddenly highway extension project across Overpass Bridge of Jingjiu Railway (K78+360.93-K78+597.05), overall length of bridge
236.12m, roadbed position setting abutment support pile is 64 total before away from 0#, 9# abutment, and top is connected by Guan Liang, left and right half range
Guan Liang is connected by coupling beam.The long 23m of support pile, diameter 1m, every support pile design amount of concrete is 18.06m3, using reacting cycle
Churning driven is constructed.
Construction site is located at before abutment on existing 13m broad ways face, and road surface is embankment embankment, 10 meters away from ground level, is taken
The mode of half range construction, left half range are normally open to traffic.Construction site is narrow, and scene, which can not excavate, builds mud pit, and mud is easy
Road surface and widened section roadbed are polluted, left half range driving is influenced, it has been decided through consideration that a mobile mud pit is made, for solving
The certainly problem.
(1) according to construction condition, movable type mud pit size is determined；
Mobile mud pit design meets the following conditions：
1, known single support pile design concrete is 18.06m3, recycled for ease of mud, mobile mud pit volume is not
18.06m can be less than3。
2, mobile mud pit cannot be filled, and mud is avoided to overflow pollution road surface and widening road bed.
3, width of roadway is narrow, and construction machinery is numerous, therefore mobile mud pit length is unsuitable long, in order to avoid influence equipment
It turns and turns around.
4, it is transported for ease of sidewalk, mobile mud pit width should not be too large.
5, consider tire bearing capacity, mobile mud pit is integrally conducted oneself with dignity cannot be excessive.
6, mud is considered to lateral wall pressure, and mobile mud pit height should not be too large.
7, it is convenient for mud sediment, partition board 13 need to be set；13 height of partition board should be lower 0.5m than 11 height of babinet.
8, a pair of of water outlet is set, recycled for mud；Water outlet height cannot be too low, in order to avoid mud sediment accumulated plugging
Intake-outlet.
In conclusion made of 0.5cm thickness iron sheets it is 6 meters long, it is 3 meters wide, high 1.5 meters of mud pit carry out mud cycle and
Precipitation, water outlet diameter 15cm.
(2) mobile holder 244 is arranged；
Using two 200*200HW shaped steel as girder, 2.6 meters of center spacing.Top transverse weld 10# channel steels 2112
Root, spacing 0.5m, both ends cantilever 20cm.The base plate drilling at 0.5 meter of girder H profile steel cantilever and span centre position, anchor bolt fix 6
Overweight shaped iron core rubber universal wheel 24 realizes 360 ° of movements of mobile device.The setting of girder one end forms pull rod using steel-pipe welding,
For drawing.Iron sheet babinet 11 is formed a whole with mobile device.
(3) bindiny mechanism；
Limited block 231 uses reinforcing bar；First pipe fitting 232, the second pipe fitting 233, third pipe fitting 234, the 4th pipe fitting 235 are adopted
Use steel pipe.
(4) using and shifting for mud pit is moved；
Using the characteristic of 60 ° of mobile rotations of universal wheel when marching into the arena, the adjustment of mud pit position is carried out, can be the half range
All support piles of abutment carry out mud cycle.
Mud pit at 1.5 meters of kingpost cantalever in use, be respectively set 4 screw jack, by integral raising to girder
Bottom plate fills in jack position away from ground about 40cm, by the 4 0.5 meter long 400*400 lumps of wood 25 keeps holder 244 hanging, then drops
Lower jack.The lumps of wood 25 is used to support mobile mud pit dead weight and mud load.
Drilled pile reacting cycle construct when, mud is discharged into mud pit from drilling machine, is precipitated in sedimentation basin, when mud be higher than every
It after plate 13, spills over and follows stock tank, among the mud after precipitation is discharged into drilling by water outlet, to recycle.When pouring into a mould concrete,
The mud overflowed in hole is pumped into using mud in the sedimentation basin of babinet 11, if mud is excessive in sedimentation basin, should use mud of technological requirement
Mud in mud pit is cleared up.
After the completion of construction, slurry liquid in babinet 11 is taken away using mud of technological requirement and is discharged into designated position；Coordinated with excavator
Manually, the inner remaining mud of babinet 11 is shoveled out, transports to designated position stacking with dump truck and dries；When an abutment support pile
After the completion of construction, babinet 11 is emptied, the lumps of wood 25 is extracted with very heavy top support, universal wheel 24 is made to land, using draft gear by case
Body 11 is transferred to next abutment, and cooperation carries out the drilling construction of support pile.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe the originals of the present invention
Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements
It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appending claims and equivalents circle
It is fixed.
Claims (9)
1. mobile mud pit, which is characterized in that including：
Babinet for containing mud；
For carry babinet and can transverse shifting babinet mobile device, mobile device includes flat for carrying the carrying of babinet
Platform, for reducing the rolling mechanism of frictional force, the bindiny mechanism for being connect with draft gear, case between carrying platform and ground
Body is placed on the carrying platform, and rolling mechanism is mounted on carrying platform lower part, and one end of bindiny mechanism is connect with carrying platform, even
The other end of connection mechanism is connect with draft gear.
2. movable type mud pit according to claim 1, it is characterised in that：The first end of babinet is mud input terminal, case
There are two water outlets, two water outlets to be connected to two for the outlet valve that mud is released, babinet for setting on the side wall of body second end
Interior close its second end setting is used to obstruct mud dregs there are one partition board and babinet is separated into sedimentation basin and follows stock tank, partition board
Height is less than box height.
3. movable type mud pit according to claim 1, it is characterised in that：Carrying platform includes more channel steels and two works
Word steel forms, and two I-steel are mutually parallel installation, and more channel steels are mutually parallel installation, are often spaced phase between adjacent two channel steels
Together, the both ends of every channel steel are individually positioned in two I-steel tops, and are welded with I-steel.
4. movable type mud pit according to claim 3, it is characterised in that：Rolling mechanism includes multiple universal wheels, universal
Wheel includes connecting plate, bearing, connecting shaft, holder, tire body, and tire body is rotatably mounted on holder by connecting shaft
On, the upper end of holder is fixedly connected with the outer ring of bearing, and the inner ring of bearing is fixedly connected with connecting plate bottom, at the top of connecting plate with
The bottom of I-steel is fixedly connected.
5. movable type mud pit according to claim 3, it is characterised in that：Bindiny mechanism include limited block, the first pipe fitting,
The both ends of second pipe fitting, third pipe fitting, the 4th pipe fitting, the first pipe fitting are separately fixed on two I-steel, and the second pipe fitting can turn
Dynamic is sleeved on the first pipe fitting, and two limited blocks are mounted on the second pipe fitting and for limiting the second pipe fitting in the first pipe fitting
Sliding, be fixedly connected in the middle part of one end of third pipe fitting and the first pipe fitting, in the other end of third pipe fitting and the 4th pipe fitting
Portion connects, and the second pipe fitting is vertical with third pipe fitting, and the 4th pipe fitting is vertical with third pipe fitting, and the 4th pipe fitting is vertical with second, traction
Device connects and the 4th pipe fitting.
6. a kind of working method of any one movable type mud pit as described in claim 1-5, which is characterized in that including following
Step：
When S1, drilled pile construction, mud cycle is carried out using mobile mud pit, drilling is completed in cooperation and filling concrete is made
Industry；
S2, construction period coordinate mud in manual cleaning movable type mud pit, mud dump truck with excavator after the completion
It transports to designated position；
S3, next job location will be transferred to without the mobile mud pit of mud with draft gear.
7. the working method of movable type mud pit according to claim 6, which is characterized in that above-mentioned steps S1 is also specifically wrapped
Include following steps：
2 screw jack are respectively set in C1, two I-steel bottoms, by integral raising to I-steel away from ground 40cm；
C2, when jack neighbouring position fills in 0.5 meter of long, 400mm wide, the lumps of wood 4 of 400mm high is used for mud pit
Support；
C3, jack is withdrawn from；
C4, mud cycle and precipitation are carried out in mud pit using water inlet discharging device.
8. the method according to claim 1 for realizing mud pit function using mobile mud pit, which is characterized in that above-mentioned
Step S2 also specifically includes following steps：
Using the sedimentation basin in excavator cleaning babinet during D1, use.
9. the method according to claim 1 for realizing mud pit function using mobile mud pit, which is characterized in that above-mentioned
Step S3 also specifically includes following steps：
E1,2 screw jack are respectively set two I-steel bottoms, by integral raising to I-steel away from ground 40cm, draw
Go out supporting square timber, then puts down jack to multiple universal wheels and land；
E2, with the connecting component of draft gear with the 4th pipe fitting grafting and lock after, mud pit is dragged into next job location.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810430763.8A CN108678693A (en) | 2018-05-08 | 2018-05-08 | Mobile mud pit and its working method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810430763.8A CN108678693A (en) | 2018-05-08 | 2018-05-08 | Mobile mud pit and its working method |
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| CN108678693A true CN108678693A (en) | 2018-10-19 |
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ID=63801993
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| CN201810430763.8A Pending CN108678693A (en) | 2018-05-08 | 2018-05-08 | Mobile mud pit and its working method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653204A (en) * | 2018-10-24 | 2019-04-19 | 上海建工集团股份有限公司 | A kind of removable mud pit and application method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392612A (en) * | 2011-09-23 | 2012-03-28 | 四川久源机械制造有限公司 | Underbalanced drilling liquid-gas separator |
| CA2875068A1 (en) * | 2013-12-12 | 2015-06-12 | Dustin Jack | Drilling waste receiving assembly |
| CN204457514U (en) * | 2015-01-07 | 2015-07-08 | 中铁三局集团广东建设工程有限公司 | A kind of drilled pile construction environment-protective slurry case |
| CN205241472U (en) * | 2015-12-01 | 2016-05-18 | 中建八局第二建设有限公司 | Movable type mud pit |
| CN205297407U (en) * | 2015-12-29 | 2016-06-08 | 江苏瑞沃建设集团有限公司 | Portable circulation mud pit |
| CN208184688U (en) * | 2018-05-08 | 2018-12-04 | 中铁八局集团第二工程有限公司 | Mobile mud pit |
-
2018
- 2018-05-08 CN CN201810430763.8A patent/CN108678693A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392612A (en) * | 2011-09-23 | 2012-03-28 | 四川久源机械制造有限公司 | Underbalanced drilling liquid-gas separator |
| CA2875068A1 (en) * | 2013-12-12 | 2015-06-12 | Dustin Jack | Drilling waste receiving assembly |
| CN204457514U (en) * | 2015-01-07 | 2015-07-08 | 中铁三局集团广东建设工程有限公司 | A kind of drilled pile construction environment-protective slurry case |
| CN205241472U (en) * | 2015-12-01 | 2016-05-18 | 中建八局第二建设有限公司 | Movable type mud pit |
| CN205297407U (en) * | 2015-12-29 | 2016-06-08 | 江苏瑞沃建设集团有限公司 | Portable circulation mud pit |
| CN208184688U (en) * | 2018-05-08 | 2018-12-04 | 中铁八局集团第二工程有限公司 | Mobile mud pit |
Non-Patent Citations (1)
| Title |
|---|
| 山西省电力工业局: "路桥施工现场十大员技术操作标准规范 机械员", 30 November 1994, 湖北科学技术出版社, pages: 344 - 353 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653204A (en) * | 2018-10-24 | 2019-04-19 | 上海建工集团股份有限公司 | A kind of removable mud pit and application method |
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