CN209508998U - A kind of unearthed system of open caisson flushing cinder formula - Google Patents
A kind of unearthed system of open caisson flushing cinder formula Download PDFInfo
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- CN209508998U CN209508998U CN201821797301.1U CN201821797301U CN209508998U CN 209508998 U CN209508998 U CN 209508998U CN 201821797301 U CN201821797301 U CN 201821797301U CN 209508998 U CN209508998 U CN 209508998U
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- open caisson
- unearthed
- flushing cinder
- clear water
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Abstract
The utility model provides a kind of unearthed system of open caisson flushing cinder formula, including open caisson ontology, clear water storage facilities and settling apparatus, open caisson body interior is equipped with slush pump, slush pump passes through pipeline connection settling apparatus, it include the beds of precipitation and upper floating layer inside settling apparatus, upper floating layer is equipped with water pump by pipeline and clear water storage facilities connection, clear water storage facilities inside, and water pump passes through pipeline and open caisson ontology connection.The beneficial effects of the utility model are: structure is simple, it is easy to operate, during open caisson is unearthed, the unearthed mode of traditional dry type is eliminated, using wet work, in the construction process, without using large excavator tool, construction cost and energy consumption is greatly saved, and effectively prevents fugitive dust and noise pollution, capital investment is few.The simple mode for relying on hand digging, time saving and energy saving, short construction period, construction efficiency height are improved simultaneously.
Description
Technical field
The utility model belongs to technical field of building construction, more particularly, to a kind of unearthed system of open caisson flushing cinder formula.
Background technique
With building trade and the continuous development of modernization, open caisson is in industrial building, municipal works and specific construction
Using relatively broad in engineering.
Open caisson is the works of pit shaft shape, it is sunk after overcoming borehole wall frictional resistance by self gravity with cutting the earth in well
To designed elevation, then passes through concrete sealing bottom and clog wellhole, conserve molding structure.
Existing land common open caisson mode of being unearthed of constructing is unearthed for dry type, i.e., to the earthwork in well using mechanical after precipitation
The mode that excavation or Local Artificial excavate, is had bad luck using hoisting machine tool to outside well.The method although have traditional handicraft maturation,
It is safe, but mechanical utilization rate is excessively high in the construction process, and cost consumption is excessive, and fugitive dust and noise pollution are serious, in lifting of being unearthed
Easily the generation earthwork falls equal perils during having bad luck, and causes mechanical damage, while it is hidden to there is safety to construction personnel
Suffer from.
But if the construction method being unearthed during open caisson using flushing cinder formula, can overcome disadvantage mentioned above, greatly completely
It reduces the expenditure of machinery expenses, reduce the probability that safety accident occurs, and effectively improve construction efficiency, while pure power construction is more
Add environmental protection and energy saving, submersible is without dust pollution.
Utility model content
Problem to be solved in the utility model is to provide a kind of unearthed system of open caisson flushing cinder formula；Especially reduce mechanical use
Frequency, safety and stability, and the unearthed system of a kind of open caisson flushing cinder formula for effectively improving construction efficiency.
In order to solve the above technical problems, the technical solution adopted in the utility model is: a kind of unearthed system of open caisson flushing cinder formula,
Including open caisson ontology, clear water storage facilities and settling apparatus, the open caisson body interior is equipped with slush pump, and the slush pump passes through
Settling apparatus described in pipeline connection, includes the beds of precipitation and upper floating layer inside the settling apparatus, the upper floating layer by pipeline with
The clear water storage facilities connection, the clear water storage facilities inside are equipped with water pump, and the water pump passes through pipeline and the open caisson
Ontology connection.
Further, the open caisson bodies top is equipped with operating platform.
Further, the open caisson body interior is equipped with I-steel or C-type steel, and the operating platform is placed in the I-steel
Or in the C-type steel.
Further, hydraulic giant is equipped at the open caisson body edges.
Further, the hydraulic giant quantity is multiple, and the hydraulic giant quantity is even number.
Further, the hydraulic giant is flushing cinder giant.
Further, the open caisson ontology borehole wall is equipped with verticality measurement device.
Further, the clear water storage facilities is clear water reserviors.
Further, the settling apparatus is sedimentation basin.
Further, the slush pump is placed in shown open caisson body interior by floating drum.
The utility model has the advantages and positive effects of:
1, the utility model structure is simple, easy to operate, during open caisson is unearthed, eliminates traditional dry type and goes out the earthwork
Formula in the construction process, is not used large excavator tool, construction cost and energy consumption is greatly saved using wet work,
And fugitive dust and noise pollution are effectively prevented, capital investment is few.The simple mode for relying on hand digging, time saving province are improved simultaneously
Power, short construction period, construction efficiency are high.
2, the utility model is in borehole wall manufacturing process, pre-buried I-steel or C-type steel, convenient to be unearthed in subsequent open caisson
Operating platform is set up in journey, to guarantee the safety of subsequent unearthed operating platform.
3, the utility model uses High-power Mud Pump, and mud is evacuated to the settling apparatus outside well, reduces security risk,
And water after precipitation is reusable, energy conservation and environmental protection.
4, the utility model can use hydraulic giant quantity according to open caisson diameter and on-site actual situations, reasonable distribution, right
Title washes away sinking.Flushing cinder process is to work continuously, the shaft bottom mud lubrication after flushing cinder, and open caisson is more efficient.In the construction process,
There are professional and professional equipment emphasis to carry out the detection of absolute altitude and verticality, inclination of open caisson can be effectively prevent.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment
Fig. 2 is that the operating platform of the utility model embodiment sets up schematic diagram
Fig. 3 is the operating platform of the utility model embodiment and the position view of slush pump
In figure:
1, pipeline 2, hydraulic giant 3, water pump
4, clear water storage facilities 5, floating drum 6, slush pump
7, open caisson ontology 8, settling apparatus 81, upper floating layer
82, the beds of precipitation 9, operating platform
Specific embodiment
The utility model embodiment is described further with reference to the accompanying drawing:
The system as shown in Figure 1, a kind of open caisson flushing cinder formula is unearthed, including open caisson ontology 7, clear water storage facilities 4 and precipitating are set
Standby 8.Slush pump 6 is equipped with inside open caisson ontology 7, slush pump 6 passes through 1 connection settling apparatus 8 of pipeline, includes inside settling apparatus 8
The beds of precipitation 82 and upper floating layer 81, upper floating layer 81 pass through pipeline and 4 connection of clear water storage facilities, are equipped with inside clear water storage facilities 4
Water pump 3, water pump 3 pass through pipeline and 8 connection of open caisson ontology.
As shown in Fig. 2, being equipped with operating platform 9 at the top of open caisson ontology 7, it is equipped with springboard above operating platform 9, facilitates operator
Member's construction.I-steel or C-type steel are equipped with inside open caisson ontology 7, operating platform 9 is placed in I-steel or C-type steel.Open caisson ontology 7
Edge is equipped with hydraulic giant 2, and hydraulic giant 2 is flushing cinder giant, 2 quantity of hydraulic giant be it is multiple, 2 quantity of hydraulic giant is even number, and hydraulic giant 2 is by institute
Open caisson ontology 7 is stated to divide for multiple working regions.2 quantity of hydraulic giant shown in Fig. 2 is four, and open caisson ontology 7 is divided and is worked for four
Area can arrange four operators in the symmetrical flushing cinder operation in respective workspace, and construction efficiency is high, and can effectively avoid open caisson ontology
7 borehole wall causes wide-angle tilt in sinking watching.
It is 14.4m to diameter below in conjunction with attached drawing, depth is the rotation of 20m to make technical characterstic be easier to be understood
The arrangement and method for construction of stream well is described in detail:
In the present embodiment, it is 14.4m that open caisson ontology 7, which is diameter, and depth is the whirling well of 20m；Clear water storage facilities 4
As clear water reserviors；Settling apparatus 8 is mud-settling pit；Hydraulic giant 2 selects flushing cinder giant；Slush pump 6 selects high-power mud
Stock pump.
One, the preparation before constructing:
1, the operating platform in whirling well is set up, operating platform can utilize scaffold building, and operating platform is fixed on eddy flow
On the pre-buried I-steel of the well borehole wall or C-type steel.As shown in Figure 2.
2, flushing cinder giant is installed, is put into water pump under clear water reserviors, and prepare sufficient pipeline, connection clear water reserviors to eddy flow
Well, makes dewatering well near whirling well, and dewatering well facilitates whirling well to settle for the water near the whirling well that shuts off.
On 2.1 installation 22KW high powered water pumps 1 to floating drum, it need to ensure the depth in water pump insertion mud, prevent water level
The accidents such as unloaded, the stifled pump occurred when too low or excessively high and click water inlet.As shown in Figure 3.
2.2 are entered in whirling well with crane lifting slush pump, and riding position ensures mud in whirling well in centre in well
Medial Convergence, uniform drainage subsidence.
The control electronic box for installing flushing cinder giant and slush pump above the 2.3 whirling well boreholes wall at extension, is responsible for by special messenger
It commands and observes inclination of open caisson angle.
3, the Earthwork Calculation that sedimentation basin can be unearthed every time according to whirling well, volume are preferably 1.5-2 times of the amount of being unearthed, example
Such as: the earth volume that whirling well is unearthed every time is about 900m3, then the volume of sedimentation basin is about 1400m3.The shape of sedimentation basin is preferably to grow
It is rectangular, it can ensure that mud sufficiently precipitates and transport outward native condition.Clear water reserviors volume is 40m3, need to ensure flushing cinder giant water
Amount is sufficient.
4, precipitation well construction, according to live level of ground water and seasonal rainwater, using tube well dewatering, well depth 30m amounts to
It 20, is uniformly distributed in the border 5m outside the whirling well borehole wall.
Two, the unearthed work progress of flushing cinder
The present embodiment mainly in the main structure for the coordinate control point production whirling well having good positioning, is set to superstructure satisfaction
After counting intensity and code requirement, sinking construction is carried out.The following steps are included:
1, levelling of the land.
2, basement process.
3, well bore measurement and positioning.
4, blade foot makes.
5, wellbore section pours.
6, flushing cinder is unearthed:
6.1, the assembling slush pump in advance before flushing cinder is unearthed, is secured to two floating drum centers, and with 25T crane handling
The low-lying place of centre in whirling well well.
6.2, operating platform is set up using the steel pipe of Φ 48*3.5mm, be fixed in whirling well well in I-steel or C-type steel
Side, steel tube lapping length >=600mm are reinforced using double fasteners.Operating platform steel pipe spacing is 1.0m, in a crisscross manner and with brace
It reinforces, the springboard of paviour's walking is several to facilitate construction personnel's operation above operating platform.
6.3, flushing cinder giant is hoisted to inside eddy flow well shaft, 4 construction personnel's subregions is arranged to carry out flushing cinder work
Industry, control cabinet are placed in surrounding in whirling well well, convenient working personnel operation.
6.4, operating personnel washes away the soil body in whirling well well by flushing cinder giant, makes the soil body with slurry form by mud
Stock pump out well is outer to sedimentation basin, and during flushing cinder, upper layer soil body water content is less slowly uniformly to be washed away, and must not generate big
Block soil prevents obstruction slush pump.And when washing away to lower layer's soil body, since moisture content increases in soil, washes away rear soil property and be easier to
Lax, construction speed is accelerated.In flushing cinder giant scour process, preferably washed away outward by center at sector construction, mud
Slurry can be more uniform, and slush pump is blocked in the unsuitable monolith slump of full water and soil body.
6.5, during whirling well well-sinking, the borehole wall four need to be ensured by survey crew's time sight borehole wall inclination conditions
All difference of height≤10cm should increase erosion quantity to rectify a deviation to borehole wall higher position in time if run-off the straight is excessive.Due to flushing cinder
Method is continuously constructed, and is sunk very fast, and night can equally carry out, and is not present the relevant security risk of upper air installing, therefore daily eddy flow
Well theory settling amount is 1-1.3m.This method can not have to consider the adverse effects such as shaft bottom infiltration, but still need to control underground bearing water,
Artesian water water level is set to be advisable lower than borehole wall 0.5m.
6.6, mud is evacuated to outside sedimentation basin, and after from reprecipitation, impurity less clear water in top is back to clear water reserviors,
The reusable carry out flushing cinder of clear water, has greatly saved water resource.Dregs in sedimentation basin, made to whirling well wellbore section,
Sinking gap carries out simple preliminary sunning and is transported to outside construction site before Yu Xuanliu well shaft next stage, flushing cinder sink.
6.7, when whirling well well-sinking is to close to bottom absolute altitude, 100mm is reserved, stops sedimentation, and build below bottom beam
Piled bricks can carry out direct back cover when continuous sedimentation is no more than 100mm in 8h.
7, back cover.
Three, pay attention to late maintaining and Lost circulation problems
The utility model has the advantages and positive effects of:
1, the utility model structure is simple, easy to operate, during open caisson is unearthed, eliminates traditional dry type and goes out the earthwork
Formula in the construction process, is not used large excavator tool, construction cost and energy consumption is greatly saved using wet work,
And fugitive dust and noise pollution are effectively prevented, capital investment is few.The simple mode for relying on hand digging, time saving province are improved simultaneously
Power, short construction period, construction efficiency are high.
2, the utility model is in borehole wall manufacturing process, pre-buried I-steel or C-type steel, convenient to be unearthed in subsequent open caisson
Operating platform is set up in journey, to guarantee the safety of subsequent unearthed operating platform.
3, the utility model uses High-power Mud Pump, and mud is evacuated to the settling apparatus outside well, reduces security risk,
And water after precipitation is reusable, energy conservation and environmental protection.
4, the utility model can use hydraulic giant quantity according to open caisson diameter and on-site actual situations, reasonable distribution, right
Title washes away sinking.Flushing cinder process is to work continuously, the shaft bottom mud lubrication after flushing cinder, and open caisson is more efficient.In the construction process,
There are professional and professional equipment emphasis to carry out the detection of absolute altitude and verticality, inclination of open caisson can be effectively prevent.
One embodiment of the utility model is described in detail above, but the content is only the utility model
Preferred embodiment should not be considered as limiting the scope of the present invention.It is all to be made according to application scope of the utility model
All the changes and improvements etc., should still belong within the patent covering scope of the utility model.
Claims (10)
- The system 1. a kind of open caisson flushing cinder formula is unearthed, including open caisson ontology, clear water storage facilities and settling apparatus, it is characterised in that: The open caisson body interior is equipped with slush pump, and the slush pump is by settling apparatus described in pipeline connection, in the settling apparatus Portion includes the beds of precipitation and upper floating layer, and the upper floating layer is set by pipeline and the clear water storage facilities connection, the clear water storage Standby internal equipped with water pump, the water pump passes through pipeline and the open caisson ontology connection.
- The system 2. a kind of open caisson flushing cinder formula according to claim 1 is unearthed, it is characterised in that: the open caisson bodies top is set There is operating platform.
- The system 3. a kind of open caisson flushing cinder formula according to claim 2 is unearthed, it is characterised in that: the open caisson body interior is set There are I-steel or C-type steel, the operating platform is placed in the I-steel or the C-type steel.
- The system 4. a kind of open caisson flushing cinder formula according to any one of claims 1 to 3 is unearthed, it is characterised in that: the open caisson sheet Body edge is equipped with hydraulic giant.
- The system 5. a kind of open caisson flushing cinder formula according to claim 4 is unearthed, it is characterised in that: the hydraulic giant quantity is more A, the hydraulic giant quantity is even number.
- The system 6. a kind of open caisson flushing cinder formula according to claim 5 is unearthed, it is characterised in that: the hydraulic giant is flushing cinder high pressure Hydraulic giant.
- The system 7. a kind of open caisson flushing cinder formula according to claim 4 is unearthed, it is characterised in that: the open caisson ontology borehole wall is set There is verticality measurement device.
- The system 8. a kind of open caisson flushing cinder formula according to claim 1 or 2 is unearthed, it is characterised in that: the clear water storage is set Standby is clear water reserviors.
- The system 9. a kind of open caisson flushing cinder formula according to claim 1 or 2 is unearthed, it is characterised in that: the settling apparatus is Sedimentation basin.
- The system 10. a kind of open caisson flushing cinder formula according to claim 1 or 2 is unearthed, it is characterised in that: the slush pump passes through Floating drum is placed in shown open caisson body interior.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821797301.1U CN209508998U (en) | 2018-11-02 | 2018-11-02 | A kind of unearthed system of open caisson flushing cinder formula |
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| CN201821797301.1U CN209508998U (en) | 2018-11-02 | 2018-11-02 | A kind of unearthed system of open caisson flushing cinder formula |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339082A (en) * | 2018-11-02 | 2019-02-15 | 中冶天工集团天津有限公司 | A kind of open caisson flushing cinder formula is unearthed system and construction method |
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2018
- 2018-11-02 CN CN201821797301.1U patent/CN209508998U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339082A (en) * | 2018-11-02 | 2019-02-15 | 中冶天工集团天津有限公司 | A kind of open caisson flushing cinder formula is unearthed system and construction method |
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