CN2871646Y - Vibrating impactor with discharger on bottom - Google Patents
Vibrating impactor with discharger on bottom Download PDFInfo
- Publication number
- CN2871646Y CN2871646Y CN 200520147103 CN200520147103U CN2871646Y CN 2871646 Y CN2871646 Y CN 2871646Y CN 200520147103 CN200520147103 CN 200520147103 CN 200520147103 U CN200520147103 U CN 200520147103U CN 2871646 Y CN2871646 Y CN 2871646Y
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- hopper
- rubble
- shakes
- flushing device
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Abstract
The utility model discloses a shaking and rinsing device for the bottom stuff output member, a detritus hopper is positioned at the upside of the feed pipe, on the upper of the detritus hopper is an opening, an outlet of the lower detritus hopper is connected with the upper inlet of the feed pipe and directly communicated with the lower outlet of feed pipe, and shaking component is fixed rigidly at the feed pipe. The utility model has a shaking-rinsing device with the bottom stuff output member to replace the common shaking-rinsing device, is applicable to the requirement of multi stratum, in particularly to the silt soft stratum. The model has the advantages of high construction efficiency, low equipment cost, good stake quality fully meeting with the design requirement.
Description
Technical field
The utility model relates to a kind of flushing device that shakes with bottom discharge equipment.
Background technology
Use vibrating impacter to carry out the ground stabilization of industrial civil buildings such as building, factory building, bridge, and the deep layer of Hydraulic and Hydro-Power Engineering gate dam ground and underwater placement dam body is encrypted.Such as, use 75 kilowatts vibrating impacter.75 kilowatts of vibrating impacters are made up of motor, sleeve pipe, vibrating body, water pipe and suspender, and vibrating body is made up of live wing plate, bearing, eccentric block, axle, housing, water channel and head again.It is to encrypt soft foundation by the vibration of machinery and extruding, is characterized in excavating, need not three materials, only carries out the soft foundation reinforcing with backfills such as coarse sand rubbles.But, run into soft soil layers such as mud matter, be layer of sand, followingly be mud quality layer that as, top 4-5 rice the pile degree of depth requires the stratum between 20-25 rice, the problem that this type of stratum can not solve necking down and be difficult for filling pellet with traditional vibroflotation construction method.
Summary of the invention
The purpose of this utility model provides a kind of flushing device that shakes with bottom discharge equipment, can make vibrating impacter can reach construction effect and pile quality preferably when soft soil layers such as processing mud matter.
For achieving the above object, the utility model is taked following design scheme:
A kind of flushing device that shakes with bottom discharge equipment, the rubble hopper is installed on top at the blanking conduit, and rubble hopper top is open, and rubble hopper lower part outlet is connected with blanking conduit upper inlet, and the following outlet of straight-through blanking conduit, vibrating impacter is fixed on the blanking conduit.Shake towards pore-creating and arrive projected depth, building stones are poured in the rubble hopper, rubble is inserted along the blanking catheter interior at the bottom of the hole, encrypts rubble with the vibrating impacter vibration then.
In the utility model, described vibrating impacter preferably is fixed on the position of bottom of blanking conduit.
In the utility model, described rubble hopper is slidingly connected by the mast of slide plate and frame.Certainly, the flushing device that shakes with bottom discharge equipment also can adopt other mode to be connected with the mast of frame.
In the utility model, the edge suitable for reading of described rubble hopper is provided with crotch, and cooperates and to be provided with liftable lifting hopper, and this lifting hopper has and the crotch of the rubble hopper screens bar of hook mutually.When promoting the crotch place of hopper lifting to the rubble hopper, the crotch hook screens mutually of the edge of its uncovered portion and rubble hopper, the lifting hopper overturns as fulcrum automatically with this hook screens place, and metaling is poured in the rubble hopper.
The utility model has the advantages that: the flushing device that shakes with bottom discharge equipment of the present utility model is applicable to the needs on multiple stratum, soft soil layer such as mud matter especially, and the efficiency of construction height, equipment cost is lower, and pile quality can fully meet design requirement.
Description of drawings
Fig. 1 is the structural representation with the flushing device that shakes of bottom discharge equipment
Fig. 2 is the lateral view of Fig. 1
Fig. 3 is the site operation schematic diagram with the flushing device that shakes of bottom discharge equipment
Fig. 4 is the rubble hopper is installed the vibrating impacter guide rod by slide plate slides a schematic diagram
Fig. 5 is for promoting the structural representation of hopper
Fig. 6 is the lateral view of Fig. 5
The specific embodiment
As shown in Figure 1 and Figure 2, the utility model is on the top of blanking conduit rubble hopper 2 to be installed, and rubble hopper 2 tops are open, and rubble hopper 2 lower part outlets are connected with blanking conduit upper inlet, and the following outlet of straight-through blanking conduit.As shown in Figure 2, the blanking conduit is divided into 3 sections from top to bottom: blanking straight catheter 3, the oblique conduit 11 of blanking, next door material pipe 5.In the present embodiment, the blanking conduit is divided into 3 sections, and the space mounting bifurcated pipe 4 by the oblique conduit 11 of blanking tilts to be vacated utilizes bifurcated pipe 4 that vibrating impacter 12 is installed.But the mode that also can adopt other is installed in vibrating impacter 12 on the blanking conduit, is not limited to aforesaid way.On bifurcated pipe 4 tops flexible pipe 8 is installed, by flexible pipe 8 water power bypass pipe 7 is connected with bifurcated pipe 4, employed water pipe, cable are connected with vibrating impacter 12 by water power bypass pipe 7, flexible pipe 8, bifurcated pipe 4 on the vibrating impacter 12.Aside the lower part outlet of material pipe 5 is that many lobes pipe cap 6 is installed in the following exit of blanking conduit, when material when come out in the exit, by the gravity of expecting itself petal many lobes pipe cap 6 is washed open.As shown in Figure 1, rubble hopper 2 is to be installed on the mast 9 of frame by slide plate 1.As shown in Figure 3, the mast 9 of frame adopts two, and two masts 9 of frame are installed on the frame 17, slide plate 1 is fixed on the rubble hopper 2, and slide plate 1 is provided with two guide holes, and is slidingly matched respectively with two masts 9, two guide holes as shown in Figure 4, each guide hole is a semicircle orifice, i.e. 90 ° of circular holes.As shown in Figure 1 and Figure 2, be provided with suspender 14 on rubble hopper 2, suspender 14 is provided with lifting hole(eyelet) 15, connects chain sling on the lifting hole(eyelet) 15, can promote rubble hopper 2 and blanking conduit and vibrating impacter 12 by chain sling and walk up and down along the mast 9 of frame.The edge suitable for reading of rubble hopper 2 is provided with crotch 20.As Fig. 5, shown in Figure 6 promote hopper 16 and also be provided with suspender, lifting hole(eyelet) for promoting hopper 16, lifting hole(eyelet) is connected with wire rope, can make lifting hopper 16 automatic lifting and upset.Be provided with screens bar 21 in a side that promotes hopper 16, with the crotch 20 hook screens of rubble hopper 2.During use, promote hopper 16 building stones of packing on the ground, climbed to the opening part of rubble hopper 2 by rope traction then, make screens bar 21 hooks that promote hopper 16 live the crotch 20 of rubble hopper 2, and lifting hopper 16 is overturn automatically, building stones are poured in the rubble hopper 2.
What have bottom discharge equipment shakes flushing device in use, and as shown in Figure 3, Fig. 3 is the site operation schematic diagram with the flushing device that shakes of bottom discharge equipment.Slide plate on the mast 9 of frame 17 is slidingly connected rubble hopper 2.During work, chain sling traction rubble hopper 2 and blanking conduit 18 and vibrating impacter 12 are walked downwards along the mast 9 of frame 17, when vibrating impacter 12 goes downwards to ground, shake towards pore-creating and arrive projected depth, with loader rubble is added in the lifting hopper 16, promote hopper 16 and climbed upper opening place to rubble hopper 2 by rope traction, promoting hopper 16 overturns automatically, building stones are poured in the rubble hopper 2, rubble is inserted at the bottom of the hole along blanking conduit 18 inside, encrypt rubble with vibrating impacter 12 vibrations then,, finish a broken stone pile up to the aperture.The flushing device that shakes that will have bottom discharge equipment by frame 17 moves to next position, repeats above operation.
In sum, the flushing device that shakes with bottom discharge equipment of the present utility model replaces common vibrating impacter, is applicable to the needs on multiple stratum, especially soft soil layer such as mud matter, the efficiency of construction height, equipment cost is lower, and pile quality can fully meet design requirement.
Claims (4)
1, a kind of flushing device that shakes with bottom discharge equipment, it is characterized in that: the rubble hopper is installed on the top at the blanking conduit, rubble hopper top is open, rubble hopper lower part outlet is connected with blanking conduit upper inlet, and the following outlet of straight-through blanking conduit, vibrating impacter is fixed on the blanking conduit.
2, the flushing device that shakes with bottom discharge equipment according to claim 1 is characterized in that: described vibrating impacter is fixed on the position of bottom of blanking conduit.
3, the flushing device that shakes with bottom discharge equipment according to claim 1, it is characterized in that: described rubble hopper is slidingly connected by the mast of slide plate and frame.
4, the flushing device that shakes with bottom discharge equipment according to claim 1, it is characterized in that: the edge suitable for reading of described rubble hopper is provided with crotch, and cooperate and to be provided with liftable lifting hopper, this lifting hopper has and the crotch of the rubble hopper screens bar of hook mutually.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520147103 CN2871646Y (en) | 2005-12-29 | 2005-12-29 | Vibrating impactor with discharger on bottom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520147103 CN2871646Y (en) | 2005-12-29 | 2005-12-29 | Vibrating impactor with discharger on bottom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2871646Y true CN2871646Y (en) | 2007-02-21 |
Family
ID=37739992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520147103 Expired - Lifetime CN2871646Y (en) | 2005-12-29 | 2005-12-29 | Vibrating impactor with discharger on bottom |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2871646Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535447A (en) * | 2012-02-17 | 2012-07-04 | 上海市第四建筑有限公司 | Construction method for operating cement-soil compaction pile by punching vibration compaction method |
| CN102758428A (en) * | 2011-12-08 | 2012-10-31 | 北京振冲工程股份有限公司 | Vibroflotation equipment with bottom discharge device and method for underwater vibroflotation |
| CN106320318A (en) * | 2015-07-07 | 2017-01-11 | 北京振冲工程股份有限公司 | Novel kidney discharging vibration impact device and pile manufacturing method thereof |
| CN107190724A (en) * | 2017-06-01 | 2017-09-22 | 张家港市新亨通机械制造有限公司 | A kind of automatic dynamic compaction machinery feed bin welding body |
| CN109322298A (en) * | 2017-07-31 | 2019-02-12 | 北京振冲工程股份有限公司 | Vibrating and impacting construction of ballast pile unit and construction method with bottom discharge |
| WO2020147975A1 (en) * | 2019-01-18 | 2020-07-23 | Keller Holding Gmbh | Vibrator assembly for improving foundation soil |
| CN114197439A (en) * | 2021-12-06 | 2022-03-18 | 江苏乐筑建设工程有限公司 | Construction method and construction equipment for high-inrush-current deepwater underwater gravel pile |
| CN114808968A (en) * | 2022-03-22 | 2022-07-29 | 中交天津航道局有限公司 | Vibrating gravel pile construction equipment and construction process for replacement treatment of channel engineering foundation |
-
2005
- 2005-12-29 CN CN 200520147103 patent/CN2871646Y/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758428A (en) * | 2011-12-08 | 2012-10-31 | 北京振冲工程股份有限公司 | Vibroflotation equipment with bottom discharge device and method for underwater vibroflotation |
| CN102535447A (en) * | 2012-02-17 | 2012-07-04 | 上海市第四建筑有限公司 | Construction method for operating cement-soil compaction pile by punching vibration compaction method |
| CN106320318A (en) * | 2015-07-07 | 2017-01-11 | 北京振冲工程股份有限公司 | Novel kidney discharging vibration impact device and pile manufacturing method thereof |
| CN107190724A (en) * | 2017-06-01 | 2017-09-22 | 张家港市新亨通机械制造有限公司 | A kind of automatic dynamic compaction machinery feed bin welding body |
| CN109322298A (en) * | 2017-07-31 | 2019-02-12 | 北京振冲工程股份有限公司 | Vibrating and impacting construction of ballast pile unit and construction method with bottom discharge |
| WO2020147975A1 (en) * | 2019-01-18 | 2020-07-23 | Keller Holding Gmbh | Vibrator assembly for improving foundation soil |
| CN114197439A (en) * | 2021-12-06 | 2022-03-18 | 江苏乐筑建设工程有限公司 | Construction method and construction equipment for high-inrush-current deepwater underwater gravel pile |
| CN114808968A (en) * | 2022-03-22 | 2022-07-29 | 中交天津航道局有限公司 | Vibrating gravel pile construction equipment and construction process for replacement treatment of channel engineering foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20070221 |
|
| EXPY | Termination of patent right or utility model |