CN218880819U - Cross jet flow stirring and spraying pile construction equipment - Google Patents
Cross jet flow stirring and spraying pile construction equipment Download PDFInfo
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- CN218880819U CN218880819U CN202222942823.9U CN202222942823U CN218880819U CN 218880819 U CN218880819 U CN 218880819U CN 202222942823 U CN202222942823 U CN 202222942823U CN 218880819 U CN218880819 U CN 218880819U
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model provides a stake construction equipment is stirred in alternately jet flow, including the drilling rod, set up in stirring vane on the drilling rod, set up in first spouting blade on the drilling rod with set up in the second spouting blade of first spouting blade below, the tip of first spouting blade with the tip of second spouting blade is provided with the first spouting nozzle and the second spouting nozzle that are used for spraying high-pressure thick liquid and angularly adjustable respectively, first spouting nozzle with second spouting nozzle forms the angle of a settlement for spun thick liquid cutting soil body crosses in the soil body, and the point of crossing with the distance of drilling rod central line is greater than stirring vane's radius. Adopt the technical scheme of the utility model, the pile body that forms can press close to underground structures construction and it is clear and definite to become a stake diameter.
Description
Technical Field
The utility model relates to a building engineering field specifically is a stake construction equipment is stirred in alternately jet flow.
Background
The foundation reinforcing piles are divided according to the process, and generally, stirring and rotary spraying are adopted.
The stirring process is used for forming a pile, and mainly a mechanical stirring blade is used for crushing an undisturbed soil body and mixing slurry in the crushed soil body to form a reinforced body; in the jet spraying process, the soil body is cut by the jet flow of high-pressure gas or slurry, and the curing agent is mixed with the soil body to form the reinforced body.
The diameter of the conventional mixing pile is limited by equipment power and the strength of a drill rod material, generally 500-850 mm, and the mixing pile is difficult to be close to construction when meeting underground structures such as building envelopes, pile foundations and other rigid objects. The slurry jet flow of the rotary jet type reinforcing process has an unknown pile forming diameter when affected by different soft and hard stratums.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a stake construction equipment is stirred in alternately jet flow to the pile body that forms can press close to underground structures construction and it is clear and definite to become the stake diameter.
The embodiment of the utility model provides an in, provide including the drilling rod, set up in stirring vane on the drilling rod, set up in first spouting blade on the drilling rod with set up in the second spouting blade of first spouting blade below, first spouting blade the tip with the tip of second spouting blade is provided with respectively and is used for spraying high-pressure thick liquid and first spouting nozzle and the second spouting nozzle of angularly adjustable, first spouting nozzle with the second spouting nozzle forms the angle of a settlement for spun thick liquid cutting soil body and cross in the soil body, and the point of crossing the distance of drilling rod central line is greater than stirring vane's radius.
In the embodiment of the utility model, stirring vane set up in first spouting vane with second spouting vane top.
In the embodiment of the utility model, the first guniting blade is two, and the symmetry sets up on the drilling rod.
In the embodiment of the utility model provides an in the second spouting blade be two, the symmetry set up in on the drilling rod.
The embodiment of the utility model provides an in alternately jet flow churning pile construction equipment, still including set up in the drill bit of drilling rod bottom.
The embodiment of the utility model provides an in, alternately spout jet mixing stake construction equipment, still including being used for the drive the drilling rod stirring vane first guniting blade with the power device of second guniting blade.
The embodiment of the utility model provides an in, alternately spout jet mixing pile construction equipment, still including be used for doing first whitewashing mouth with the second whitewashing mouth provides the high-pressure stuff pump of thick liquid.
In the embodiment of the utility model, first whitewashing mouth with the angularly adjustable of second whitewashing mouth.
Compared with the prior art, the cross jet flow mixing and spraying pile construction equipment integrates the advantages of two pile forming processes of mixing and rotary spraying, and the jet flow increases the diameter of the pile foundation on the basis of mechanical pile forming of the mixing blade; meanwhile, the jet flow is ejected from the ends of two blades which are adjacent up and down, the opposite jet is formed according to the oblique angle, and the energy of the high-pressure jet flow is dissipated at the junction, so that the diameter of the pile is determined at the junction. The pile body formed by the method can be close to an underground structure for construction, and has the advantages of large pile forming diameter, high work efficiency and definite pile forming diameter.
Drawings
Fig. 1 is a schematic structural diagram of a cross jet flow mixing and spraying pile construction device according to an embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
As shown in fig. 1, the embodiment of the present invention provides a cross jet flow mixing-grouting pile construction equipment, which comprises a drill rod 1, a mixing blade 2 disposed on the drill rod 1, a first guniting blade 3 disposed on the drill rod 1, a second guniting blade 4 disposed below the first guniting blade 3, and a drill bit 5 disposed at the bottom end of the drill rod 1. Stirring vane 2 first guniting blade 3 the stake diameter that second guniting blade 4 rotatory a week becomes is the same, and concrete size sets up the blade size according to the demand. The drill 5 is a spiral drill.
The end of the first guniting blade 3 and the end of the second guniting blade 4 are respectively provided with a first guniting nozzle 31 and a second guniting nozzle 41 for spraying grout. The first slurry spraying nozzle 31 and the second slurry spraying nozzle 41 are respectively used for spraying high-pressure slurry to cut soil. The first guniting nozzle 31 and the second guniting nozzle 41 form a set angle, so that ejected grout is converged in a soil body, and the distance between a convergence point 7 and the central line of the drill rod is greater than the radius of the stirring blade 2, so that the diameter of a pile foundation is increased through a jet flow on the basis of mechanical pile forming of the stirring blade 2. It should be noted that the angles of the first guniting nozzle 31 and the second guniting nozzle 41 are adjustable, so that an operator can preset the angles of the first guniting nozzle 31 and the second guniting nozzle 41 as required before piling, so as to adjust the intersection point of the grout sprayed from the two guniting nozzles, and further control the diameter of the pile. The high pressure slurry may be a curing agent slurry, so that the soil body can be cured after being cut.
In the embodiment of the utility model provides an in, stirring vane 2 set up in first spouting blade 3 with 4 tops of second spouting blade. The number of the first guniting blades is two, and the first guniting blades are symmetrically arranged on the drill rod. The two second guniting blades are symmetrically arranged on the drill rod.
Further, in the embodiment of the present invention, the cross jet flow mixing pile construction equipment further includes a power device for driving the drill rod, the mixing blade, the first guniting blade and the second guniting blade, and a high-pressure slurry pump for providing slurry for the first guniting nozzle 31 and the second guniting nozzle 41. It should be noted that a slurry passage (not shown) communicating with the first slurry nozzle 31 and the second slurry nozzle 41 is provided inside the drill rod, so that the high-pressure slurry pump can supply slurry to the first slurry nozzle 31 and the second slurry nozzle 41 through the slurry passage.
The construction process of the cross jet flow mixing and spraying pile construction equipment comprises the following steps:
firstly, before a drill rod 1 is sunk and drilled, setting the injection angles of a first guniting blade 3 and a second guniting blade 4 according to design requirements so as to control the diameter of a pile;
in the sinking process of the drill rod 1, starting a high-pressure slurry pump corresponding to the first slurry spraying nozzle 31 and the second slurry spraying nozzle 41, so that the jet flows formed by the first slurry spraying nozzle 31 and the second slurry spraying nozzle 41 form an intersection angle and are converged at one point;
the triangular jet area 7 formed by the jet flows cuts soil along with the rotation of the drill rod, the soil outside the intersection point 6 is only slightly disturbed due to the energy loss of the jet flows, and therefore the effective diameter of the formed mixing pile 8 is the diameter of a circle formed by one rotation of the intersection point 6.
When the jet flow expanding diameter is not needed, the guniting pressure can be reduced, so that the first guniting blade and the second guniting blade only carry out mechanical stirring and do not carry out the work of cutting soil bodies by the jet flow.
In conclusion, the cross jet flow mixing and spraying pile construction equipment integrates the advantages of two pile forming processes of mixing and rotary spraying, and the jet flow increases the diameter of the pile foundation on the basis of mechanical pile forming of the mixing blades; meanwhile, the jet flow is ejected from the ends of two blades which are adjacent up and down, the opposite jet is formed according to the oblique angle, and the energy of the high-pressure jet flow is dissipated at the intersection, so that the diameter of the pile is determined at the intersection. The pile body formed by the method can be close to the underground structure for construction, and has the advantages of large pile forming diameter, high work efficiency and definite pile forming diameter.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (7)
1. The utility model provides a stake construction equipment is stirred in alternately jet flow, its characterized in that, including the drilling rod, set up in stirring vane on the drilling rod, set up in first spouting blade on the drilling rod and set up in the second spouting blade of first spouting blade below, the tip of first spouting blade with the tip of second spouting blade is provided with respectively and is used for spraying high-pressure thick liquid and first spouting nozzle and the second spouting nozzle of angularly adjustable, first spouting nozzle with second spouting nozzle forms a set angle for spun thick liquid cuts the soil body and crosses in the soil body, and the point of crossing with the distance of drilling rod central line is greater than stirring vane's radius.
2. The cross-jet flow shotcrete construction apparatus of claim 1, wherein the mixing blade is disposed above the first guniting blade and the second guniting blade.
3. The cross jet flow shotcrete construction apparatus of claim 1, wherein the first plurality of guniting blades are provided symmetrically on the drill pipe.
4. The cross-jet flow shotcrete construction apparatus of claim 1, wherein the second plurality of guniting blades are symmetrically disposed on the drill pipe.
5. The cross-jet gunite pile construction equipment as recited in claim 1, further comprising a drill bit disposed at a bottom end of the drill pipe.
6. The cross-jet mixing pile construction equipment of claim 1 further comprising a power plant for driving the drill pipe, the mixing blade, the first guniting blade and the second guniting blade.
7. The cross-jet guniting pile construction equipment of claim 1, further comprising a high pressure slurry pump for providing slurry to the first nozzle and the second nozzle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222942823.9U CN218880819U (en) | 2022-11-06 | 2022-11-06 | Cross jet flow stirring and spraying pile construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222942823.9U CN218880819U (en) | 2022-11-06 | 2022-11-06 | Cross jet flow stirring and spraying pile construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218880819U true CN218880819U (en) | 2023-04-18 |
Family
ID=85951970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222942823.9U Active CN218880819U (en) | 2022-11-06 | 2022-11-06 | Cross jet flow stirring and spraying pile construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218880819U (en) |
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2022
- 2022-11-06 CN CN202222942823.9U patent/CN218880819U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 201600 Building 1, 1128 Wenhui Road, Songjiang District, Shanghai Patentee after: SHANGHAI YUANFENG UNDERGROUND ENGINEERING TECHNOLOGY Co.,Ltd. Patentee after: TONGJI University Address before: Room 307, building 16, 4588 Honghai Road, Sanxing Town, Chongming District, Shanghai 202152 Patentee before: SHANGHAI YUANFENG UNDERGROUND ENGINEERING TECHNOLOGY Co.,Ltd. Patentee before: TONGJI University |
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| CP02 | Change in the address of a patent holder |