CN205421258U - High water spray mud is pressed and is irritated concrete composite set - Google Patents
High water spray mud is pressed and is irritated concrete composite set Download PDFInfo
- Publication number
- CN205421258U CN205421258U CN201520936672.3U CN201520936672U CN205421258U CN 205421258 U CN205421258 U CN 205421258U CN 201520936672 U CN201520936672 U CN 201520936672U CN 205421258 U CN205421258 U CN 205421258U
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- pressure
- siphunculus
- high water
- rod
- combination unit
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- 239000007921 spray Substances 0.000 title claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 18
- 239000002131 composite material Substances 0.000 title abstract 3
- 238000005553 drilling Methods 0.000 claims abstract description 16
- 230000001914 calming effect Effects 0.000 claims abstract description 11
- 238000002347 injection Methods 0.000 claims abstract description 10
- 239000007924 injection Substances 0.000 claims abstract description 10
- 239000002002 slurry Substances 0.000 claims description 19
- 239000012530 fluid Substances 0.000 claims description 14
- 239000002689 soil Substances 0.000 claims description 13
- 238000005345 coagulation Methods 0.000 claims description 10
- 230000015271 coagulation Effects 0.000 claims description 9
- 239000007789 gas Substances 0.000 claims description 6
- 238000005507 spraying Methods 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 229920002472 Starch Polymers 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000007569 slipcasting Methods 0.000 claims description 3
- 235000019698 starch Nutrition 0.000 claims description 3
- 239000008107 starch Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 15
- 239000004568 cement Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model discloses a high water spray mud is pressed and is irritated concrete composite set, press including the concrete and irritate the passageway, and irritate the passageway with the concrete pressure and pass through the fixed unit head of the multi -functional divertor of annular channel, and set up in the connection pad of unit head below, and set up in the high -pressure injection of connection pad lower extreme pipe sectional rod, and the annular of installing below interior or external high -pressure injection pipe sectional rod divides the boudle shower nozzle from open drill bit, and manage the quick connecting device of interior hexagonal drilling rod that the sectional rod is connected with interior or external high -pressure injection, and from top to bottom set gradually in the siphunculus of calming the anger of the multi -functional divertor of annular channel one side, pressurized -water siphunculus and mud jacking siphunculus. The utility model discloses a high water spray mud is pressed and is irritated concrete composite set, through the height spout, agitating unit, the filling of concrete pressure is put and bikini pile -driver tower combination is used, realizes a tractor serves several purposes.
Description
Technical field
This utility model relates to a kind of cement mortar pressure concrete injecting combination unit, is specifically related to a kind of high water-spray type slurry pressure concrete injecting combination unit, belongs to drilling rig technique field.
Background technology
Along with developing rapidly of present building industry, the project scales such as pile foundation and basement process pattern foundation pit supporting structure, water-stop curtain increase substantially, for saving construction costs, investment reduction, for improving bearing capacity of single pile, shearing resistance, pattern foundation pit supporting structure rigidity and support water stop integration, in recent years, some novel construction methods such as domestic a large amount of development built pile, combined support water stop system；Wherein cement earth pile and Combined concrete obtain research and development popularization, and representative pile-type is filling pile's after grouting, high spray lock pin combination pile, water-proof pile barricade, campshed formula underground waterwall works；The defects such as it is slow that the construction equipment of combinations thereof stake at present and mine dam works could not solve original construction speed, and environmental pollution is big, and energy consumption waste is serious；For peripheral high water spray earth stake concentric cast-with-pressure concrete pile built pile construction, the most domestic construction equipment lacking high-efficiency environment friendly.
Utility model content
(1) to solve the technical problem that
For solving the problems referred to above, the utility model proposes a kind of high water-spray type slurry pressure concrete injecting combination unit, it is achieved a tractor serves several purposes, and can be according to the design and construction requirement of soil cement different structure form.
(2) technical scheme
High water-spray type slurry pressure concrete injecting combination unit of the present utility model, passage is filled including coagulation soil pressure, and fill, with coagulation soil pressure, the unit head that passage is fixed by circular passage Multifunctional fluid director, and it is arranged at the connection dish below unit head, and it is arranged at the high-pressure injection pipe sectional rod of connection dish lower end, and in or beyond being installed on, set high the annular spread many shower nozzles self-opening drill bit below pressure playpipe sectional rod, and set high, with inner or outer, the interior hexagonal kelly Quick Connect Kit that pressure playpipe sectional rod is connected, and from top to bottom it is set in turn in the siphunculus of calming the anger of Multifunctional fluid director side, circular passage, setting-out siphunculus and mud jacking siphunculus.
Further, the side of described annular spread many shower nozzles self-opening drill bit is provided with blade, be provided with bottom it from open seal its center position of apex point be provided with annular channel of calming the anger, water passage pipe and slurry channel；Described blade is provided with extending type high-pressure mortar spraying head.
Further, described circular passage Multifunctional fluid director by pressure injection gas and water, starch three part-structure devices and form；According to construction requirement during work, work structuring situation, can be used alone, also can be combined and use, single tube, two-tube, multitube high or low pressure spray media operation can be realized.
As preferred embodiment, described circular passage Multifunctional fluid director is provided with tank and slip casting guiding device wearing layer.
Further, described interior hexagonal kelly Quick Connect Kit, drilling rod siphunculus, siphunculus of calming the anger, setting-out siphunculus and mud jacking siphunculus composition combined drill rod.
Yet further, the one during described sectional rod is long or short spiral drilling rod, helix extruding-enlarging formula drilling rod and spiral expansion or reducing type drilling rod.
(3) beneficial effect
Compared with prior art, high water-spray type slurry pressure concrete injecting combination unit of the present utility model, it is applied in combination with bikini pile-driver tower by height spray, agitating device, coagulation soil pressure filling device, realize spray gas and water, slurry is combined construction with pressure concrete injecting, can use separately as high spraying mixture pile construction equipment, cement earth pile (plate) can be realized again and combine construction with concrete guncreting pile, it is achieved a tractor serves several purposes, pile foundation, supporting, the multiple construction method of sealing can be realized；High water spray earth construction, by opening and closing gas and water, slurry lane device, can realize the high or low pressure spray operation of the various ways such as single tube, two-tube, multitube, to realize the design and construction requirement of soil cement different structure form.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model；
Fig. 2 is A-A cross-sectional view of the present utility model.
Parts in accompanying drawing are labeled as: 1-coagulation soil pressure fills passage, 2-circular passage Multifunctional fluid director, 3-unit head, set high pressure playpipe sectional rod in or beyond 4-, 5-annular spread many shower nozzles self-opening drill bit, hexagonal kelly Quick Connect Kit in 6-, the high or low siphunculus of calming the anger of 7-, 8-high or low setting-out siphunculus, 9-high or low mud jacking siphunculus, 10-connection dish, 11-blade, 12-drilling rod siphunculus.
Detailed description of the invention
High water-spray type slurry pressure concrete injecting combination unit as depicted in figs. 1 and 2, passage 1 is filled including coagulation soil pressure, and fill passage 1 by the fixing unit head 3 of circular passage Multifunctional fluid director 2 with coagulation soil pressure, and it is arranged at the connection dish 10 below unit head 3, and it is arranged at the high-pressure injection pipe sectional rod 4 of connection dish 10 lower end, and in or beyond being installed on, set high the annular spread many shower nozzles self-opening drill bit 5 below pressure playpipe sectional rod 4, and set high, with inner or outer, the interior hexagonal kelly Quick Connect Kit 6 that pressure playpipe sectional rod 4 is connected, and from top to bottom it is set in turn in the siphunculus 7 of calming the anger of circular passage Multifunctional fluid director 2 side, setting-out siphunculus 8 and mud jacking siphunculus 9.
The side of described annular spread many shower nozzles self-opening drill bit 5 is provided with blade 11, certainly opens sealing its center position of apex point and is provided with channel of calming the anger, water passage pipe and slurry channel；Described blade 11 is provided with extending type high-pressure mortar spraying head.
Described circular passage Multifunctional fluid director by pressure injection gas and water, starch three part-structure devices and form；According to construction requirement during work, work structuring situation, can be used alone, also can be combined and use, single tube, two-tube, multitube high or low pressure spray media operation can be realized.
Described circular passage Multifunctional fluid director 2 is provided with tank and slip casting guiding device wearing layer.
Described interior hexagonal kelly Quick Connect Kit 5, drilling rod siphunculus 12, high or low siphunculus 7 of calming the anger, high or low setting-out siphunculus 8 and high or low mud jacking siphunculus 9 form combined drill rod.
Described sectional rod is the one in long or short spiral drilling rod, helix extruding-enlarging formula drilling rod and spiral expansion or reducing type drilling rod.
During high water-spray type slurry pressure concrete injecting combination unit of the present utility model work, in or beyond set high pressure playpipe sectional rod and rotate under the effect of unit head, in or beyond set high and press playpipe sectional rod at the drilling and forming hole under weight (pressurization) power of unit head；After annular spread many shower nozzles self-opening drill bit arrives design hole depth, high or low pressure grouting, the gentle constructional device of water is started by circular passage Multifunctional fluid director, utilize bikini pile-driver tower variable frequency power, hoisting mechanism, setting high pressure playpipe sectional rod rotating speed in or beyond control and promote speed, Ti Zuan limit, limit carries out high-pressure mortar spraying work；High-pressure mortar spraying has worked rear or has synchronized, and by coagulation soil pressure filling device, starts coagulation soil pressure fill system, and concentric edges carries brill limit delivering concrete；Realize high or low pressure preventing slurry injection or gas or water, form soil cement and be used in combination with perfusion concrete.
Embodiment described above is only to be described preferred implementation of the present utility model, is not defined spirit and scope of the present utility model.On the premise of without departing from this utility model design concept; various modification that the technical solution of the utility model is made by this area ordinary person and improvement; protection domain of the present utility model all should be dropped into, the technology contents that this utility model is claimed, all record in detail in the claims.
Claims (6)
1. one kind high water-spray type slurry pressure concrete injecting combination unit, it is characterized in that: include that coagulation soil pressure fills passage, and fill, with coagulation soil pressure, the unit head that passage is fixed by circular passage Multifunctional fluid director, and it is arranged at the connection dish below unit head, and it is arranged at the high-pressure injection pipe sectional rod of connection dish lower end, and in or beyond being installed on, set high the annular spread many shower nozzles self-opening drill bit below pressure playpipe sectional rod, and set high, with inner or outer, the interior hexagonal kelly Quick Connect Kit that pressure playpipe sectional rod is connected, and from top to bottom it is set in turn in the siphunculus of calming the anger of Multifunctional fluid director side, circular passage, setting-out siphunculus and mud jacking siphunculus.
2. according to the high water-spray type slurry pressure concrete injecting combination unit described in claim 1, it is characterised in that: the side of described annular spread many shower nozzles self-opening drill bit is provided with blade, certainly opens sealing its center position of apex point and is provided with channel of calming the anger, water passage pipe and slurry channel；Described blade is provided with extending type high-pressure mortar spraying head.
High water-spray type slurry pressure concrete injecting combination unit the most according to claim 1, it is characterised in that: described circular passage Multifunctional fluid director by pressure injection gas and water, starch three part-structure devices and form.
4. according to the high water-spray type slurry pressure concrete injecting combination unit described in claim 1 or 3, it is characterised in that: described circular passage Multifunctional fluid director is provided with tank and slip casting guiding device wearing layer.
High water-spray type slurry pressure concrete injecting combination unit the most according to claim 1, it is characterised in that: described interior hexagonal kelly Quick Connect Kit, drilling rod siphunculus, siphunculus of calming the anger, setting-out siphunculus and mud jacking siphunculus composition combined drill rod.
High water-spray type slurry pressure concrete injecting combination unit the most according to claim 5, it is characterised in that: described sectional rod is the one in long or short spiral drilling rod, helix extruding-enlarging formula drilling rod and spiral expansion or reducing type drilling rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520936672.3U CN205421258U (en) | 2015-11-11 | 2015-11-11 | High water spray mud is pressed and is irritated concrete composite set |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520936672.3U CN205421258U (en) | 2015-11-11 | 2015-11-11 | High water spray mud is pressed and is irritated concrete composite set |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421258U true CN205421258U (en) | 2016-08-03 |
Family
ID=56535100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520936672.3U Active CN205421258U (en) | 2015-11-11 | 2015-11-11 | High water spray mud is pressed and is irritated concrete composite set |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421258U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100166A (en) * | 2017-06-12 | 2017-08-29 | 北京城建华夏基础建设工程有限公司 | Multiaxis high-pressure injection stake |
| CN109024567A (en) * | 2017-06-10 | 2018-12-18 | 李金良 | A kind of spiral sprinkling irrigation extruding combination unit |
| CN113529721A (en) * | 2021-07-15 | 2021-10-22 | 中国海洋大学 | Combined drilling and grouting pipe for grouting reinforcement of island reef weak stratum and construction method |
-
2015
- 2015-11-11 CN CN201520936672.3U patent/CN205421258U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024567A (en) * | 2017-06-10 | 2018-12-18 | 李金良 | A kind of spiral sprinkling irrigation extruding combination unit |
| CN107100166A (en) * | 2017-06-12 | 2017-08-29 | 北京城建华夏基础建设工程有限公司 | Multiaxis high-pressure injection stake |
| CN113529721A (en) * | 2021-07-15 | 2021-10-22 | 中国海洋大学 | Combined drilling and grouting pipe for grouting reinforcement of island reef weak stratum and construction method |
| CN113529721B (en) * | 2021-07-15 | 2022-04-19 | 中国海洋大学 | Combined drilling and grouting pipe for grouting reinforcement of island reef weak stratum and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190116 Address after: 272000 West Hukou, East Unit, A20 Building, Guanya Xingcheng, Jining High-tech Zone, Shandong Province Patentee after: Shandong beiteli Foundation Engineering Co. Ltd. Address before: 250000 Unit 505, Unit 3, No. 4 Jun Road, Xinyuan District, 86 Fanhe Road, Shizhong District, Jinan City, Shandong Province Patentee before: Li Jinliang |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190123 Address after: 272000 West Hukou, East Unit, A20 Building, Guanya Xingcheng, Jining High-tech Zone, Shandong Province Patentee after: Shandong beiteli Foundation Engineering Co. Ltd. Address before: 250000 Unit 505, Unit 3, No. 4 Jun Road, Xinyuan District, 86 Fanhe Road, Shizhong District, Jinan City, Shandong Province Patentee before: Li Jinliang |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190123 Address after: 272000 West Hukou, East Unit, A20 Building, Guanya Xingcheng, Jining High-tech Zone, Shandong Province Patentee after: Shandong beiteli Foundation Engineering Co. Ltd. Address before: 250000 Unit 505, Unit 3, No. 4 Jun Road, Xinyuan District, 86 Fanhe Road, Shizhong District, Jinan City, Shandong Province Patentee before: Li Jinliang |