CN201495538U - Grouting complete equipment for foundation treatment - Google Patents
Grouting complete equipment for foundation treatment Download PDFInfo
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- CN201495538U CN201495538U CN2009202332947U CN200920233294U CN201495538U CN 201495538 U CN201495538 U CN 201495538U CN 2009202332947 U CN2009202332947 U CN 2009202332947U CN 200920233294 U CN200920233294 U CN 200920233294U CN 201495538 U CN201495538 U CN 201495538U
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Abstract
The utility model provides grouting complete equipment for foundation treatment which is characterized in that the equipment mainly comprises a waterwheel (1), a main agent groove (2), an infusion pump (3), a blending device (4), a mixer (5), a grouting pump (6), a flowmeter (7), a rotary joint (9) and a drilling machine (10), wherein, a water outlet of the waterwheel (1) is connected with an water inlet of the main agent groove (2) through a water pipe; a liquid outlet of the main agent groove (2) is connected with the infusion pump (3) through a pipeline; the infusion pump (3) is connected with the blending device (4) through a pipeline; both the output end of the blending device (4) and that of the mixer (5) are connected with the input end of the grouting pump (6); the grouting pump (6) is connected with the input end of the rotary joint directly or through the flowmeter (7); and the output end of the rotary joint (9) is connected with a liquid injecting port on a drill bit (11) of the drilling machine (10) through a pipeline. The equipment has the advantages of simple structure, and convenient and efficient mounting and use.
Description
Technical field
The utility model relates to a kind of foundation construction a complete set of equipment, and especially a kind of soft soil foundation construction is handled and used the complete sets of equipment, and specifically a kind of ground is handled and used the slip casting the complete sets of equipment.
Background technology
As everyone knows, reinforcing soft foundation processing method both domestic and external has hundreds of kind even thousands of kinds, for the newly-built enlarging port and pier of consolidation process land-based area stockyard large tracts of land saturated dredger soft soil, traditional treatment method adopts piling prepressing and surcharge preloading method more, but the cycle of handling like that is oversize, can not satisfy newly-built fast in recent years or the requirement of enlarging deep water port.Job practicess such as general vibroflotation method, dynamic compaction and rolled-on method, efficient is too low, handles the degree of depth also to be restricted, and can not satisfy the user demand of modern container terminals such as quick construction large-sized deep water port at all; And reinforce uneven miscellaneous fill ground for some, worker's methods such as rolled-on method, vibroflotation method and dynamic compaction commonly used, though it is available, but construction is subjected to many restrictions in the city, disturbing environmental factors such as vibration, noise and blowdown influence citizen's normal life, add the place restriction of business district, the general inconvenience of above method is used.
People have invented the cladding of the high mud jacking of enhancement mode and have closed that ground mud jacking worker method is reinforced the hydraulic reclamation sand soil and miscellaneous fill can overcome above method shortcoming and defect part for this reason, it is to improve soil body compactness by applying enough high pressure active forces that can produce cleavage effect and relying on its enough compacted filling and injecting slurry amount to reach, it can guarantee the compacted filling consolidation effect of loose inhomogeneous soil property in the different depth soil layer, and utilizes the grout coordinate ratio regulation and control to go to realize efficient remarkable reliability of reinforcing fast to adapt to technology characteristics.Be badly in need of a kind of corresponding a complete set of equipment of exploitation for this reason and be beneficial to applying of this method.
Summary of the invention
The purpose of this utility model is that ground mud jacking worker method construction demand is closed in cladding at the high mud jacking of enhancement mode, designs a kind of simple in structurely, makes easy for installationly, helps improving the ground processing slip casting the complete sets of equipment of efficiency of construction.
The technical solution of the utility model is:
A kind of ground is handled and is used the slip casting the complete sets of equipment, it is characterized in that it is mainly by waterwheel 1, host groove 2, infusion pump 3, mediation device 4, mixer 5, grouting pump 6, flow meter 7, swivel joint 9 and rig 10 are formed, the delivery port of waterwheel 1 links to each other by the water inlet of water pipe with host groove 2, the liquid outlet of host groove 2 links to each other with infusion pump 3 by pipeline, front pump 3 links to each other with mediation device 4 by pipeline, the output of mediation device 4 and mixer 5 all links to each other with the input of grouting pump 6, grouting pump 6 directly or by flow meter 7 links to each other with the input of swivel joint, and the output of swivel joint 9 links to each other by the liquid injection port on the drill bit 11 of pipeline and rig 10.
Described flow meter 7 links to each other by the input of slip casting flexible pipe 8 with swivel joint 9.
The beneficial effects of the utility model:
The utility model is adapted to the consolidation process of soft foundation, can show to improve ground soil nature.The utility model is particularly suitable for reinforcing hydraulic reclamation sand soil and miscellaneous fill ground.It is the embankment consolidation institute imperative equipment of compacted displaced type high-pressure slip-casting of a kind of splitting and fast gelation.
The utlity model has simple in structure, advantage efficiently easy to install.
Description of drawings
Fig. 1 is that the complete sets of equipment of the present utility model are formed structural representation.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
As shown in Figure 1.
A kind of ground is handled and is used the slip casting the complete sets of equipment, it is mainly by waterwheel 1, host groove 2, infusion pump 3, mediation device 4, mixer 5, grouting pump 6, flow meter 7, swivel joint 9 and rig 10 are formed, the delivery port of waterwheel 1 links to each other by the water inlet of water pipe with host groove 2, the liquid outlet of host groove 2 links to each other with infusion pump 3 by pipeline, front pump 3 links to each other with mediation device 4 by pipeline, the output of mediation device 4 and mixer 5 all links to each other with the input of grouting pump 6, grouting pump 6 can directly be sent into mixed slurry in the swivel joint 9 by flexible pipe 8, also can be through sending in the swivel joint 9 through flexible pipe 8 again after flow meter 7 metering, the output of swivel joint 9 links to each other by the liquid injection port on the drill bit 11 of pipeline and rig 10.
During concrete enforcement, form each parts of the present utility model and all can transport to the job site again and assemble, greatly facilitate the transportation of a complete set of equipment like this, store and ferry construction directly from market purchasing or self-control.
Below be parameter, model and the requirement table of the main component devices of the utility model, all the other do not relate to partly can match voluntarily as required or require to match according to routine.
| Device category | Model | Performance | Weight (Kg) | |
| Rig | ||||
| 10 | Main axis rotation formula D-2 type | 160,300,600,1000r/min horsepower 340 oil supply formula rotation numbers:: 7.5 drilling rod external diameter: 40.5mm take turns all external diameters: 41.0mm | 500 | |
| Grouting pump | ||||
| 6 | Horizontal two connect single tube double action piston type BGW type | The people's pressure of capacity: 16～60L/min: 3.628MPa horsepower: 5 | 350 | Grouting |
| Mixer 5 | Vertical two slot type MVM5 types up and down | Capacity: each 250L blade rotation number of groove up and down: 160r/min horsepower: 3 | 340 | Chemical grout difference when not containing cement |
| Host groove 2 (being the chemical grout blender) | Vertical two slot types up and down | Capacity: each 220L mixed capacity of groove up and down: the 20L hand stirs | 80 | The configuration of chemical grout and mixing |
| Infusion pump 3 (gear pump) | KI-6 type gear is rotary | Discharge rate: 40L/min discharge pressure: 0.1MPa horsepower: 3 | 40 | Send into chemical grout from the chemical pulp liquid bath toward blender |
| Flow meter 7 (flow, manometer) | With automatic recorder electromagnetic type slurries EP | Flow meter is measured scope: 40L/min pressure gauge: 3MPa (Bourdon tube formula) recorder is double-colored-and flow: blue pressure: redness | 120 |
The utility model does not relate to the part prior art that maybe can adopt all same as the prior art to be realized.
Claims (2)
1. a ground is handled and is used the slip casting the complete sets of equipment, it is characterized in that it is mainly by waterwheel (1), host groove (2), infusion pump (3), mediation device (4), mixer (5), grouting pump (6), flow meter (7), swivel joint (9) and rig (10) are formed, the delivery port of waterwheel (1) links to each other by the water inlet of water pipe with host groove (2), the liquid outlet of host groove (2) links to each other with infusion pump (3) by pipeline, front pump (3) links to each other with mediation device (4) by pipeline, the output of mediation device (4) and mixer (5) all links to each other with the input of grouting pump (6), grouting pump (6) directly or by flow meter (7) links to each other with the input of swivel joint, and the output of swivel joint (9) links to each other by the liquid injection port on the drill bit (11) of pipeline and rig (10).
2. the complete sets of equipment according to claim 1 is characterized in that described flow meter (7) links to each other by the input of slip casting flexible pipe (8) with swivel joint (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202332947U CN201495538U (en) | 2009-07-30 | 2009-07-30 | Grouting complete equipment for foundation treatment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202332947U CN201495538U (en) | 2009-07-30 | 2009-07-30 | Grouting complete equipment for foundation treatment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201495538U true CN201495538U (en) | 2010-06-02 |
Family
ID=42438746
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202332947U Expired - Lifetime CN201495538U (en) | 2009-07-30 | 2009-07-30 | Grouting complete equipment for foundation treatment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201495538U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974907A (en) * | 2010-10-29 | 2011-02-16 | 浙江宝业建设集团有限公司 | Oblique grouting machine and oblique grouting method thereof |
| CN111364441A (en) * | 2020-03-27 | 2020-07-03 | 哈尔滨工业大学 | Intelligent informationized vibration grouting machine with adjustable vibration and controllable direction |
| CN112942308A (en) * | 2021-01-28 | 2021-06-11 | 中铁三局集团广东建设工程有限公司 | Soft foundation pavement construction device and soft foundation pavement construction method |
-
2009
- 2009-07-30 CN CN2009202332947U patent/CN201495538U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974907A (en) * | 2010-10-29 | 2011-02-16 | 浙江宝业建设集团有限公司 | Oblique grouting machine and oblique grouting method thereof |
| CN111364441A (en) * | 2020-03-27 | 2020-07-03 | 哈尔滨工业大学 | Intelligent informationized vibration grouting machine with adjustable vibration and controllable direction |
| CN111364441B (en) * | 2020-03-27 | 2021-06-08 | 哈尔滨工业大学 | Intelligent informationized vibration grouting machine with adjustable vibration and controllable direction |
| CN112942308A (en) * | 2021-01-28 | 2021-06-11 | 中铁三局集团广东建设工程有限公司 | Soft foundation pavement construction device and soft foundation pavement construction method |
| CN112942308B (en) * | 2021-01-28 | 2022-06-24 | 中铁三局集团广东建设工程有限公司 | Soft foundation pavement construction device and soft foundation pavement construction method |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100602 |