CN210480622U - Automatic overturning muck bucket for vertical transportation of earth and stone squares of deep foundation pit - Google Patents
Automatic overturning muck bucket for vertical transportation of earth and stone squares of deep foundation pit Download PDFInfo
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- CN210480622U CN210480622U CN201921372897.5U CN201921372897U CN210480622U CN 210480622 U CN210480622 U CN 210480622U CN 201921372897 U CN201921372897 U CN 201921372897U CN 210480622 U CN210480622 U CN 210480622U
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Abstract
The utility model relates to an automatic overturning muck bucket for vertical transportation of deep foundation pit earthwork, which comprises a muck bucket, a lifting ring and a hook; two lifting rings are respectively arranged on two sides of the slag bucket and used as lifting points for lifting the whole slag bucket, and two hooks are arranged at the rear end of the slag bucket and used as lifting points for turning the slag bucket; the big hook and the small hook of the double-hook crane are respectively connected with the hanging ring and the hook, the big hook is used for lifting the hanging ring to lift the slag bucket, when slag needs to be discharged, the small lifting hook drives the rear part of the slag bucket to lift upwards, the front part of the slag bucket is enabled to incline downwards, and under the action of gravity, slag soil is discharged from the front part of the slag bucket, so that automatic overturning and discharging of the slag are realized. The utility model provides a traditional dregs fill unload the sediment and need the problem of manual fit, can realize that the automatic upset of the perpendicular transportation of deep basal pit earth stone is unloaded the sediment, have simple manufacture, low cost, unload the sediment efficient, advantage such as the security is good.
Description
Technical Field
The utility model belongs to the technical field of the cubic meter of earth and stone transportation engineering, concretely relates to automatic upset dregs soil fill that is used for deep basal pit cubic meter of earth and stone perpendicular transportation.
Background
In recent years, with the continuous increase of underground works in China, deep foundation pit engineering is increasing day by day, and in deep foundation pit engineering, deep foundation pit earth and stone excavation is a very important construction link, and to the smaller deep foundation pit of area size in the hole, working space is narrow and small in the foundation pit, and the dregs transportation generally adopts perpendicular transportation to slag, and in concrete construction link, the efficiency of slagging tap of earth and stone will directly influence engineering construction progress. Traditional perpendicular transportation of earth and stone side needs the manual fit to unload the fill, has huge potential safety hazard and slag discharging efficiency extremely low, because country and society are more and more high to the safety and the progress requirement of deep basal pit engineering, traditional earth and stone side transportation can not satisfy the construction demand gradually.
Based on the reasons, the problem that the traditional muck bucket needs manual matching for discharging slag is effectively solved, and the automatic overturning muck bucket for vertical transportation of the earth and rock of the deep foundation pit, which is simple in structure, low in cost, high in slag removal efficiency and good in safety, is very important.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: aiming at the defects existing in the prior art, the automatic overturning muck bucket for vertical transportation of the earthwork of the deep foundation pit, which can effectively solve the problem that the traditional muck bucket needs manual matching for discharging slag, has the advantages of simple structure, low cost, high slag removal efficiency and good safety, is provided.
For solving the above technical problem, the utility model discloses a following technical scheme realizes:
an automatic overturning muck bucket for vertical transportation of deep foundation pit earthwork comprises a muck bucket, a lifting ring and a hook; two sides of the slag bucket are respectively provided with two lifting rings as lifting points for lifting the whole slag bucket, and the rear end of the slag bucket is provided with two hooks as lifting points for turning the slag bucket.
As a preferred scheme, the slag hopper is manufactured by welding steel plates, and channel steel for reinforcing the slag hopper is respectively welded at the edges and the middle parts of the steel plates at the periphery and the bottom of the slag hopper.
As the preferred scheme, the rings on the two sides of the slag hopper are made of through-length steel bars and are firmly welded with vertical channel steel on the steel slag hopper from top to bottom.
As the preferred scheme, weld horizontal reinforcement reinforcing bar in the rings mouth lower extreme of rings ensures that rings are firm reliable.
As the preferred scheme, the hook is made of a steel plate and is arranged at the bottom of the rear end of the slag hopper, and a round hole with the diameter of 25mm is further formed in the steel plate and serves as an auxiliary lifting point.
Preferably, the front part of the slag hopper inclines forwards, and the included angle between the front part of the slag hopper and the bottom plate is 100-150 degrees.
The utility model discloses a theory of operation is: four lifting rings at two sides of the slag bucket are connected with a main crane through steel rope traction, and a big hook of a double-hook crane is used for traction lifting; an iron pin is sleeved on a lifting hook at the rear end of the slag hopper and is hooked by a small hook of a double-hook crane; when the slag bucket is in a slag soil transportation stage, the small hook of the double-hook crane is in an unstressed state; when the slag bucket moves to a specified slag discharging point, the position of the slag bucket is adjusted, the bottom of the slag bucket is about 50cm away from the ground, the small hook of the double-hook crane is tightened to rise, the rear part of the slag bucket is driven to rotate upwards, the front part of the slag bucket is driven to incline downwards, the slag bucket is discharged from the front part of the opening of the slag bucket under the action of gravity, and automatic overturning and slag discharging are realized.
Compared with the prior art, the beneficial effects of the utility model are that:
1. when the dirt and stone of deep basal pit vertical transportation need be unloaded the sediment, under the traction force effect of double hook loop wheel machine, the hooklet of double hook loop wheel machine tightens up and rises, drive sediment fill rear portion upwards rotation, make the anterior downward sloping of sediment fill, realize the automatic upset of sediment fill, sediment soil unloads out to sediment fill open-ended department under the action of gravity, it can unload the sediment to need not manual fit, the potential safety hazard that causes when needing manual fit to unload the sediment in the traditional sediment mode of unloading has been avoided, the sediment efficiency of unloading has been improved, need not to install and remove steel cable and lifting hook repeatedly, the sediment fill adopts the double hook handling in deep basal pit vertical transportation, the stationarity of sediment fill in the transportation has been strengthened.
2. The slag bucket is made of steel plates in a welded mode, materials are economical, the manufacturing is simple, channel steel used for reinforcing the slag bucket is welded on the periphery of the slag bucket and the edge and the middle of the steel plate at the bottom of the slag bucket respectively, the slag bucket is firmer and more durable, and the slag bucket can be reused in the construction process.
3. The rings of sediment fill both sides adopt to lead to the vertical channel-section steel top-down welding on long reinforcing bar and the steel sediment fill firm, have greatly improved the steadiness of rings, effectively avoid lifting by crane the in-process rings and drop and cause the sediment fill to drop, have further improved the security that the sediment was unloaded to fortune sediment.
4. Round holes with the diameter of 25mm are arranged on the hooks made of the steel plates and used as auxiliary lifting points, so that the lifting and slag unloading processes are firmer and more stable.
5. The front part of the slag bucket inclines forward, and the included angle between the front part of the slag bucket and the bottom plate is 100-150 degrees, so that the slag bucket is more convenient to unload slag, and the slag unloading efficiency and the slag unloading convenience are improved.
Drawings
The contents of the drawings and the reference numerals in the drawings are briefly described as follows:
FIG. 1 is a three-dimensional structure diagram of an automatic overturning muck bucket for vertical transportation of earthwork of a deep foundation pit.
Fig. 2 is a front view of an automatic overturning muck bucket for vertical transportation of earthwork of a deep foundation pit.
Fig. 3 is a side view of an automatically overturning muck bucket for vertical transport of earth and rock in a deep foundation pit.
FIG. 4 is a side view of an automatic overturning muck bucket for vertical transport of earthwork of a deep foundation pit in a hoisting state.
The reference numbers in the figures are: 1-a slag hopper; 2, hanging rings; 21-transversely reinforcing steel bars; 3, hooking; 4-channel steel; 5, locking and buckling; 61-a first steel cord; 62-a second steel cord; 7-big hook; 8-small hook.
Detailed Description
The present invention will be described in further detail below with reference to the accompanying drawings by way of embodiments, so as to help those skilled in the art to understand the concept and technical solution of the present invention more completely, accurately and deeply.
Example 1
As shown in fig. 1 to 4, the automatic overturning slag-soil bucket for vertical transportation of the earth and rock in the deep foundation pit comprises a slag bucket 1, lifting rings 2 and steel hooks 3, wherein two lifting rings 2 are respectively arranged on two sides of the slag bucket 1 and used as lifting points for lifting the whole slag bucket 1, and two hooks 3 are arranged at the rear end of the slag bucket 1 and used as lifting points for overturning the slag bucket.
The slag hopper 1 is formed by welding steel plates with the thickness of 8-10 mm, and the full welding mode is adopted to ensure full welding seams; in order to enable the slag hopper 1 to be firmer, channel steel 4 with the model number of 12# and the specification of 120mm multiplied by 53mm multiplied by 5.5mm is welded around the slag hopper 1 and at the edge and in the middle of each surface of a bottom steel plate, each channel steel is required to be tightly attached to the steel plate when the channel steel 4 and the steel plate are combined and welded, full welding is carried out on two sides, and one channel steel 4 is welded on each surface of the outer side of the steel plate at the interval of 300 mm-500 mm; the hoisting ring 2 is prefabricated and molded by three-level deformed steel bar with the diameter of 25, and then is welded on the vertical channel steel 4 at the two sides of the slag hopper 1, and then the transverse reinforcing steel bar 21 is additionally welded at the lower end of the hoisting ring opening of the hoisting ring 2, so that the hoisting ring is firm and reliable; the hook 3 is formed by cutting the upper end of a steel plate of 20cm multiplied by 10cm into a barb shape, forming a hole with the diameter of 25mm at the lower end, welding the steel plate at the rear end of the slag bucket 1 after the steel plate is manufactured, inserting an iron pin as a hanging point, and ensuring that prefabricated parts at two sides are horizontally aligned and the hole openings are consistent in height during welding; the front part of the slag hopper 1 inclines forwards and forms an included angle of 100 degrees with the bottom plate.
The utility model discloses a theory of operation is: four lifting rings 2 on two sides of the slag bucket 1 are connected with a main crane through a first steel rope 61 in a traction manner, and the slag bucket 1 is lifted through a lock catch 5 between the steel rope and the lifting rings by utilizing a large hook 7 of a double-hook crane; an iron pin is sleeved on a lifting hook 3 at the rear end of the slag hopper 1 and is hooked by a small hook 8 of a double-hook crane; when the slag bucket 1 is in a slag soil transportation stage, the small hook 8 of the double-hook crane is in an unstressed state; when the slag bucket 1 moves to a specified slag discharging point, the position of the slag bucket 1 is adjusted to enable the bottom of the slag bucket to be about 50cm away from the ground, the second steel rope 62 connected with the small hook 7 of the double-hook crane is tightened and ascended to drive the rear part of the slag bucket 1 to rotate upwards, the front part of the slag bucket is enabled to incline downwards, and the slag soil is discharged from the front part of the opening of the slag bucket 1 under the action of gravity, so that the automatic overturning and slag discharging are realized.
Example 2
Example 1 was repeated, with the difference that the front part of the hopper 1 was inclined forwards at an angle of 120 ° to the floor.
Example 3
Example 1 was repeated, with the difference that the front part of the hopper 1 was inclined forwards at an angle of 150 ° to the floor.
The above embodiments are only preferred embodiments of the present invention, and are not intended to limit the present invention, and any modifications and equivalents made within the spirit and design principles of the present invention should be included within the scope of the present invention as claimed.
Claims (6)
1. The utility model provides an automatic sediment soil fill that overturns for perpendicular transportation of deep basal pit cubic metre of earth and stone which characterized in that: comprises a slag bucket (1), a lifting ring (2) and a hook (3); two sides of the slag bucket (1) are respectively provided with two lifting rings (2) as lifting points for lifting the whole slag bucket, and the rear end of the slag bucket (1) is provided with two hooks (3) as lifting points for turning the slag bucket.
2. The automatic overturning muck bucket for the vertical transportation of earthwork of the deep foundation pit according to claim 1, which is characterized in that: the slag hopper (1) is made of steel plates through welding, and channel steel (4) used for reinforcing the slag hopper is welded on the periphery of the slag hopper (1) and the edge and the middle of the steel plates at the bottom of the slag hopper respectively.
3. The automatic overturning muck bucket for the vertical transportation of earthwork of the deep foundation pit according to claim 2, which is characterized in that: the hoisting rings (2) on the two sides of the slag hopper (1) are made of through long steel bars and are firmly welded with a vertical channel steel (4) on the steel slag hopper from top to bottom.
4. The automatic overturning muck bucket for the vertical transportation of earthwork of the deep foundation pit according to claim 3, which is characterized in that: and a transverse reinforcing steel bar (21) is additionally welded at the lower end of the hanging ring opening of the hanging ring (2) to ensure that the hanging ring (2) is firm and reliable.
5. The automatic overturning muck bucket for the vertical transportation of earthwork of the deep foundation pit according to claim 4, which is characterized in that: the hook (3) is made of a steel plate and is arranged at the bottom of the rear end of the slag hopper, and a hole with the diameter of 25mm is further formed in the steel plate and serves as an auxiliary lifting point.
6. The automatic overturning muck bucket for the vertical transportation of the earth and rock of the deep foundation pit is characterized in that: the front part of the slag hopper (1) inclines forwards, and the included angle between the front part of the slag hopper and the bottom plate is 100-150 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921372897.5U CN210480622U (en) | 2019-08-22 | 2019-08-22 | Automatic overturning muck bucket for vertical transportation of earth and stone squares of deep foundation pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921372897.5U CN210480622U (en) | 2019-08-22 | 2019-08-22 | Automatic overturning muck bucket for vertical transportation of earth and stone squares of deep foundation pit |
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| CN210480622U true CN210480622U (en) | 2020-05-08 |
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| CN201921372897.5U Active CN210480622U (en) | 2019-08-22 | 2019-08-22 | Automatic overturning muck bucket for vertical transportation of earth and stone squares of deep foundation pit |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112473218A (en) * | 2020-11-10 | 2021-03-12 | 杨玮军 | Slag-water separation device for sewage treatment |
-
2019
- 2019-08-22 CN CN201921372897.5U patent/CN210480622U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112473218A (en) * | 2020-11-10 | 2021-03-12 | 杨玮军 | Slag-water separation device for sewage treatment |
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