CN204000830U - Merogenesis take-over type sand drain machine - Google Patents
Merogenesis take-over type sand drain machine Download PDFInfo
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- CN204000830U CN204000830U CN201420348511.8U CN201420348511U CN204000830U CN 204000830 U CN204000830 U CN 204000830U CN 201420348511 U CN201420348511 U CN 201420348511U CN 204000830 U CN204000830 U CN 204000830U
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- type sand
- sand drain
- pipe joint
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Abstract
A kind of merogenesis take-over type sand drain machine, it is mainly by pylon, operating platform, vibrating hammer, hoist engine, two lifting ropes and segment type sand drain pipe form, operating platform is erected on pylon, segment type sand drain pipe is to be formed by multiple pipe joint docking, the upper end of each pipe joint is provided with pipe box, the diameter of pipe box is greater than the diameter of pipe joint, the both sides of the pipe box on nethermost pipe joint or the pipe joint of segment type sand drain pipe are provided with retainer ring, on the sidewall of uppermost pipe joint, have sand wick and throw in window, hoist engine drives vibrating hammer to move up and down by pull rope, vibrating hammer is squeezed into all pipe joints of segment type sand drain pipe downwards in ground section by section, and section by section all pipe joints in segment type sand drain pipe are extracted from ground by two lifting ropes.Utilize segment type sand drain pipe, the sand wick of can constructing safely in limit for height section, has also reduced construction cost; The utility model also has simple to operate, the feature that efficiency of construction is high.
Description
Technical field
The utility model relates to a kind of sand drain machine, specifically a kind of sand drain machine for sand wick.
Background technology
Sand wick is with the long packed sand gravel of permeable geotextile, is arranged in soft foundation and forms Water-drainage sand post, to accelerate the method for processing foundation of weak soil discharging consolidation.Generally, after sand wick, start to build a house, utilize building deadweight preconsolidation, settling amount does not still reduce.
The existing implement for sand wick, is that a very long sand drain pipe is lowered in ground, this form of construction work, requirement pylon must be very high, and this very high pylon has not only strengthened construction cost, but also is subject to the restriction of working environment, under the environment of limit for height, cannot operation.
Summary of the invention
The purpose of this utility model is to propose a kind of simple to operate, and efficiency of construction is high, the merogenesis take-over type sand drain machine that construction cost is low.
The technical solution adopted in the utility model is as follows:
Merogenesis take-over type sand drain machine, it is mainly by pylon, operating platform, vibrating hammer, hoist engine, two lifting ropes and segment type sand drain pipe form, described operating platform is erected on pylon, described segment type sand drain pipe is to be formed by multiple pipe joint docking, the upper end of each pipe joint is provided with pipe box, the diameter of pipe box is greater than the diameter of pipe joint, the both sides of the pipe box on nethermost pipe joint or the pipe joint of described segment type sand drain pipe are provided with retainer ring, on the sidewall of uppermost pipe joint and near the position of upper end, have sand wick input window, described hoist engine drives vibrating hammer to move up and down by pull rope, the lower end of two lifting ropes is connected with two retainer rings on pipe box on nethermost pipe joint or pipe joint respectively, described vibrating hammer is squeezed into all pipe joints of segment type sand drain pipe downwards in ground section by section, and section by section all pipe joints in segment type sand drain pipe are extracted from ground by two lifting ropes.
Further, on described two lifting ropes, be all intervally distributed with the suspension ring that equate with pipe joint quantity, the spacing of described adjacent suspension ring is not less than the length of pipe joint; The bottom of described vibrating hammer is provided with tubing string, and the both sides of tubing string are provided with suspension hook, and described suspension hook, in order to hang described suspension ring.
Further, described merogenesis take-over type sand drain machine, is also provided with auxiliary hoist engine, and described auxiliary hoist engine, in order to lifting and mobile described pipe joint.
Further, described each pipe joint is provided with earrings, and the pull rope on described auxiliary hoist engine is connected with earrings.
Further, described merogenesis take-over type sand drain machine, also comprises crawler mobile vehicle, and described pylon is located on crawler mobile vehicle.
The beneficial effects of the utility model: owing to adopting above-mentioned form of structure, utilize segment type sand drain pipe, the sand wick of can constructing safely in limit for height section, has also reduced construction cost; The utility model also has simple to operate, the feature that efficiency of construction is high.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the pipe joint shown in Fig. 1;
Fig. 3 is the structural representation of uppermost pipe joint shown in Fig. 1.
In figure: 1, crawler mobile vehicle; 2, pylon; 3, operating platform; 4, vibrating hammer; 5, hoist engine; 6, lifting rope; 7, segment type sand drain pipe; 8, pipe joint; 9, pipe box; 10, retainer ring; 11, uppermost pipe joint; 12, sand wick is thrown in window; 13, suspension ring; 14, tubing string; 15, suspension hook; 16, ground; 17, earrings; 18, pull rope; 19, insulating slab; 20, pulley; 21, nethermost pipe joint.
Detailed description of the invention
as shown in Figure 1, 2, 3,merogenesis take-over type sand drain machine, it is mainly by crawler mobile vehicle 1, pylon 2, operating platform 3, vibrating hammer 4, hoist engine 5, two lifting ropes 6 and segment type sand drain pipe 7 form, described pylon 2 is located on crawler mobile vehicle 1, operating platform 3 is erected on pylon 2, segment type sand drain pipe 7 is to be formed by multiple pipe joint 8 docking, the upper end of each pipe joint 8 is provided with pipe box 9, the diameter of pipe box 9 is greater than the diameter of pipe joint 8, the both sides of the pipe box 9 on the nethermost pipe joint 21 of described segment type sand drain pipe 7 are provided with retainer ring 10, on the sidewall of uppermost pipe joint 11 and near the position of upper end, have sand wick input window 12, one end of the pull rope 18 on hoist engine 5 is walked around with vibrating hammer 4 and is connected from the pulley 20 of insulating slab 19 bottoms at pylon 2 tops, hoist engine 5 drives vibrating hammer 4 to move up and down by pull rope 18, described vibrating hammer 4, in order to all pipe joints of segment type sand drain pipe 7 are squeezed into downwards in ground 16 section by section, the lower end of two lifting ropes 6 is connected with two retainer rings 10 of the pipe box 9 on nethermost pipe joint respectively, concrete mode is: on two lifting ropes 6, be all intervally distributed with the suspension ring 13 that equate with pipe joint 8 quantity, the spacing of described adjacent suspension ring 13 is not less than the length of pipe joint 8, the bottom of described vibrating hammer 4 is provided with tubing string 14, the both sides of tubing string 14 are provided with suspension hook 15, when segment type sand drain pipe 7 is extracted from ground 16, suspension ring 13 are hung on suspension hook 15, under the drive of hoist engine 5, described vibrating hammer 4 is extracted all pipe joints in segment type sand drain pipe 7 section by section by two lifting ropes 6 from ground 16.
Merogenesis take-over type sand drain machine, is also provided with auxiliary hoist engine (not shown), and described auxiliary hoist engine, in order to lifting and mobile described pipe joint.Each pipe joint 8 is provided with earrings 17, and the pull rope on described auxiliary hoist engine is connected with earrings 17.
Operating principle: the steel column being connected with vibrating hammer is inserted in the sleeve of pipe joint, in the time that first segment pipe joint (also referring to a bottom Multi-joint hose) bassets 0.2cm left and right, stop vibration, promote vibrating hammer, now, the wire rope of fastening on first segment sand drain pipe is brought in ground; Utilize the hoist engine second section pipe joint of slinging, under artificial cooperation, be inserted in the pipe box of first segment pipe joint upper end.Then, vibrating hammer declines, and the steel column under artificial cooperation below vibrating hammer inserts in the pipe box of second section pipe joint, and Vibration on Start-up hammer sinks to the vibration of second section pipe joint in ground.By that analogy segment type sand drain pipe is sunk to the projected depth of ground.After sand wick by sand wick from uppermost pipe joint sidewall is thrown in window input segment type sand drain pipe.The lifting rope that utilization is fastened on a bottom Multi-joint hose promotes sand drain pipe merogenesis, also remove.In addition, the top of pylon and high-voltage line vertically distance should meet construction safety requirement, and tower top must arrange insulating slab, and while construction under viaduct, sand wick machine tower top should be lower than viaduct 0.5m.Described operating platform, docks with sand drain pipe etc. for taking over, unload pipe, vibration hammer.
The above is preferred embodiment of the present utility model; certainly can not limit with this interest field of the utility model; should be understood that; for those skilled in the art; the technical solution of the utility model is modified or is equal to replacement, do not depart from the protection domain of technical solutions of the utility model.
Claims (5)
1. a merogenesis take-over type sand drain machine, it is characterized in that: it is mainly by pylon, operating platform, vibrating hammer, hoist engine, two lifting ropes and segment type sand drain pipe form, described operating platform is erected on pylon, described segment type sand drain pipe is to be formed by multiple pipe joint docking, the upper end of each pipe joint is provided with pipe box, the diameter of pipe box is greater than the diameter of pipe joint, the both sides of the pipe box on nethermost pipe joint or the pipe joint of described segment type sand drain pipe are provided with retainer ring, on the sidewall of uppermost pipe joint and near the position of upper end, have sand wick input window, described hoist engine drives vibrating hammer to move up and down by pull rope, the lower end of two lifting ropes is connected with two retainer rings on pipe box on nethermost pipe joint or pipe joint respectively, described vibrating hammer is squeezed into all pipe joints of segment type sand drain pipe downwards in ground section by section, and section by section all pipe joints in segment type sand drain pipe are extracted from ground by two lifting ropes.
2. merogenesis take-over type sand drain machine according to claim 1, is characterized in that: on described two lifting ropes, be all intervally distributed with the suspension ring that equate with pipe joint quantity, the spacing of described adjacent suspension ring is not less than the length of pipe joint; The bottom of described vibrating hammer is provided with tubing string, and the both sides of tubing string are provided with suspension hook, and described suspension hook, in order to hang described suspension ring.
3. merogenesis take-over type sand drain machine according to claim 1, is characterized in that: described merogenesis take-over type sand drain machine, be also provided with auxiliary hoist engine, and described auxiliary hoist engine, in order to lifting and mobile described pipe joint.
4. merogenesis take-over type sand drain machine according to claim 3, is characterized in that: described each pipe joint is provided with earrings, and the pull rope on described auxiliary hoist engine is connected with earrings.
5. according to the merogenesis take-over type sand drain machine described in claim 1 to 4 any one, it is characterized in that: described merogenesis take-over type sand drain machine, also comprise crawler mobile vehicle, described pylon is located on crawler mobile vehicle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420348511.8U CN204000830U (en) | 2014-06-27 | 2014-06-27 | Merogenesis take-over type sand drain machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420348511.8U CN204000830U (en) | 2014-06-27 | 2014-06-27 | Merogenesis take-over type sand drain machine |
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| Publication Number | Publication Date |
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| CN204000830U true CN204000830U (en) | 2014-12-10 |
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| CN201420348511.8U Active CN204000830U (en) | 2014-06-27 | 2014-06-27 | Merogenesis take-over type sand drain machine |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106269833A (en) * | 2016-09-18 | 2017-01-04 | 浙江华展工程研究设计院有限公司 | A kind of dialysis apparatus administering soil pollution |
| CN107604921A (en) * | 2017-10-10 | 2018-01-19 | 林成木 | High building foundation pile driver with auxiliary hoist engine |
| CN107761731A (en) * | 2017-10-10 | 2018-03-06 | 林成木 | Suspension type high building foundation pile driver |
| CN107806094A (en) * | 2017-10-10 | 2018-03-16 | 林成木 | Heavy duty detergent high building foundation pile driver |
| CN107806093A (en) * | 2017-10-10 | 2018-03-16 | 林成木 | High building foundation pile driver |
| CN108118687A (en) * | 2017-12-29 | 2018-06-05 | 上海市基础工程集团有限公司 | Multi-functional construction of diaphragm wall device |
-
2014
- 2014-06-27 CN CN201420348511.8U patent/CN204000830U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106269833A (en) * | 2016-09-18 | 2017-01-04 | 浙江华展工程研究设计院有限公司 | A kind of dialysis apparatus administering soil pollution |
| CN106269833B (en) * | 2016-09-18 | 2024-01-05 | 浙江华展研究设计院股份有限公司 | Dialysis device for treating soil pollution |
| CN107604921A (en) * | 2017-10-10 | 2018-01-19 | 林成木 | High building foundation pile driver with auxiliary hoist engine |
| CN107761731A (en) * | 2017-10-10 | 2018-03-06 | 林成木 | Suspension type high building foundation pile driver |
| CN107806094A (en) * | 2017-10-10 | 2018-03-16 | 林成木 | Heavy duty detergent high building foundation pile driver |
| CN107806093A (en) * | 2017-10-10 | 2018-03-16 | 林成木 | High building foundation pile driver |
| CN108118687A (en) * | 2017-12-29 | 2018-06-05 | 上海市基础工程集团有限公司 | Multi-functional construction of diaphragm wall device |
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