CN212358316U - Pipe pile bottom grouting construction device for building construction - Google Patents
Pipe pile bottom grouting construction device for building construction Download PDFInfo
- Publication number
- CN212358316U CN212358316U CN202020986075.2U CN202020986075U CN212358316U CN 212358316 U CN212358316 U CN 212358316U CN 202020986075 U CN202020986075 U CN 202020986075U CN 212358316 U CN212358316 U CN 212358316U
- Authority
- CN
- China
- Prior art keywords
- pipe
- thick liquid
- liquid pipe
- grout
- drill bit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009435 building construction Methods 0.000 title claims description 12
- 239000011440 grout Substances 0.000 claims abstract description 49
- 239000002689 soil Substances 0.000 claims abstract description 38
- 239000007788 liquid Substances 0.000 claims abstract description 34
- 238000007569 slipcasting Methods 0.000 claims abstract description 12
- 230000000903 blocking effect Effects 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 9
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 9
- 241001330002 Bambuseae Species 0.000 abstract description 9
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 9
- 239000011425 bamboo Substances 0.000 abstract description 9
- 239000002002 slurry Substances 0.000 description 6
- 238000005553 drilling Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a slip casting construction equipment at bottom of tubular pile stake for construction, which comprises a mounting bas, driving motor is installed to the intracavity of mount pad, driving motor's output shaft has the axis of rotation, the mounting panel is installed to the bottom of axis of rotation, the bottom of mounting panel is installed into thick liquid pipe, it is equipped with spacing pipe to advance the cover on the bottom outer wall of thick liquid pipe, spacing pipe and advance and install a fender soil section of thick bamboo between the thick liquid pipe, the play thick liquid pipe is installed to the below of spacing pipe, the top of play thick liquid pipe and the bottom of advancing thick liquid pipe communicate mutually, the tapered drill bit is installed to the bottom of play thick liquid pipe, all be equipped with a plurality of grout outlets on the outer wall of play thick liquid pipe and tapered drill bit. The utility model discloses a driving motor, axis of rotation, tapered drill bit, play thick liquid pipe, grout outlet and keep off a thick bamboo, can be even carry out the slip casting to the pile bottom, can effectually prevent that the condition and the thick liquid of unable mud jacking from scurrying or emerging from other places on the pile body.
Description
Technical Field
The utility model relates to a technical field of construction specifically is a slip casting construction equipment at bottom of tubular pile stake of construction usefulness.
Background
In the existing building construction technology, pile foundation engineering is an important link in engineering construction, and the pile bottom grouting technology is characterized in that specially-configured grout is injected into a pile bottom under the action of high pressure to play roles of splitting, seepage, filling, compacting, consolidation and the like on a soil layer near the pile bottom, and is combined to form a new soil layer with high strength, so that the resistance of the pile bottom is improved, meanwhile, the grout and a soil body jointly form an enlarged pile head, the stress area of the pile bottom is increased, and the bearing capacity of a pipe pile can also be improved. Therefore, it is necessary to provide a grouting device for a tubular pile bottom for building construction to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model mainly provides a tubular pile end slip casting construction equipment that construction used for solve the technical problem who proposes in the above-mentioned background art.
The utility model provides a technical scheme that above-mentioned technical problem adopted does:
the utility model provides a slip casting construction equipment at bottom of tubular pile stake for construction, includes the mount pad, driving motor is installed perpendicularly to the intracavity of mount pad, driving motor's output shaft has the axis of rotation, the bottom of axis of rotation runs through the mount pad and extends to its outside and install the mounting panel, the bottom of mounting panel is installed into thick liquid pipe, it is equipped with spacing pipe to advance to overlap on the bottom outer wall of thick liquid pipe, spacing pipe and advance and install a fender soil section of thick bamboo between the thick liquid pipe, the play thick liquid pipe is installed to the below of spacing pipe, the top of play thick liquid pipe and the bottom of advancing the thick liquid pipe are linked together, the tapered drill bit is installed to the bottom of play thick liquid pipe, all be equipped with a plurality of grout outlets on the outer wall of play thick liquid pipe and tapered drill bit, just the bottom of fender soil section of thick bamboo runs through spacing pipe in proper order and goes out the.
Further, the top of a fender soil section of thick bamboo installs adjusting part, every perpendicularly side by side adjusting part all includes the regulation pole, every the top of adjusting the pole all runs through a fender soil section of thick bamboo and extends to its outside and install the regulation handle, every all the cover is equipped with the spring on the outer wall of regulation pole.
Furthermore, the inner top plate of the limiting pipe is provided with a rubber plate, and the upper end and the lower end of each spring are respectively connected with the bottom of the rubber plate and the top of the soil blocking cylinder.
Furthermore, the conical drill bit is of a cavity structure, the top of the conical drill bit is communicated with the bottom of the slurry outlet pipe, and external threads are arranged on the outer wall of the conical drill bit.
Furthermore, a cushion pad is arranged on an inner top plate of the mounting seat, and the bottom of the cushion pad is connected with the top of the driving motor.
Furthermore, a slurry inlet is arranged on one side of the slurry inlet pipe and connected with a high-pressure slurry pump through a pipeline.
Further, the handle is installed at the top center of mount pad, the cover is equipped with the rubber sleeve on the outer wall of handle.
Furthermore, the bottom end of the soil blocking cylinder is of a conical structure.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses place the inboard at the slip casting pipe with the grout outlet pipe, and the awl type drill bit extends to the slip casting outside of the pipe, through driving motor work, the drive axis of rotation rotates, it rotates to drive the mounting panel through the axis of rotation, it rotates to drive the awl type drill bit through the mounting panel, bore earth through the awl type drill bit of continuous pivoted, be convenient for get into the soil body, make the grout outlet pipe be located the below of tubular pile, prevent through the fender soil section of thick bamboo that earth from getting into the grout outlet pipe, the thick liquid gets into the grout outlet pipe through advancing the thick liquid pipe, grout outlet through the grout outlet pipe, can be even carry out the slip casting to the pile bottom, can effectually prevent the condition and the thick liquid of unable mud jacking and scurry or emerge along the pile body.
The present invention will be explained in detail with reference to the drawings and specific embodiments.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a cross-sectional view of the structure of the present invention;
FIG. 3 is a sectional view of the retaining cylinder structure of the present invention;
fig. 4 is an enlarged view of region a in fig. 1.
In the figure: 1. a mounting seat; 11. a handle; 111. a rubber sleeve; 12. a drive motor; 13. a rotating shaft; 14. mounting a plate; 15. a cushion pad; 2. a pulp inlet pipe; 21. a pulp inlet; 3. a limiting pipe; 4. a pulp outlet pipe; 41. a cone-type drill bit; 411. an external thread; 42. a pulp outlet; 5. an adjustment assembly; 51. adjusting a rod; 52. a spring; 53. an adjusting handle; 54. a rubber plate; 6. soil blocking cylinder.
Detailed Description
In order to facilitate understanding of the present invention, the present invention will be described more fully with reference to the accompanying drawings, in which several embodiments of the present invention are shown, but the present invention can be implemented in different forms, and is not limited to the embodiments described in the text, but rather, these embodiments are provided to make the disclosure of the present invention more thorough and comprehensive.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may be present, and when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present, as the terms "vertical", "horizontal", "left", "right" and the like are used herein for descriptive purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, and the use of the term knowledge in the specification of the present invention is for the purpose of describing particular embodiments and is not intended to limit the present invention, and the term "and/or" as used herein includes any and all combinations of one or more of the associated listed items.
The embodiment, please refer to fig. 1 and 2, a pipe pile bottom grouting construction device for building construction, includes mount pad 1, driving motor 12 is installed perpendicularly in the intracavity of mount pad 1, driving motor 12's output shaft has axis of rotation 13, the mounting panel 14 is installed to the bottom of axis of rotation 13 runs through mount pad 1 and extends to its outside, grout inlet pipe 2 is installed to the bottom of mounting panel 14, the cover is equipped with spacing pipe 3 on the bottom outer wall of grout inlet pipe 2, install a fender soil barrel 6 between spacing pipe 3 and the grout inlet pipe 2, grout outlet pipe 4 is installed to the below of spacing pipe 3, the top of grout outlet pipe 4 communicates with the bottom of grout inlet pipe 2, tapered drill bit 41 is installed to grout outlet pipe 4's bottom, all be equipped with a plurality of grout outlets 42 on grout outlet pipe 4 and tapered drill bit 41's the outer wall, and the bottom of fender soil barrel 6 runs through spacing pipe 3 in proper order and grout outlet pipe 4 extends to grout outlet pipe 4's inboard, place grout outlet pipe 4 in the inboard of slip casting pipe, and conical bit 41 extends to the slip casting outside of the pipe, through driving motor 12 work, drive axis of rotation 13 rotates, drive mounting panel 14 through axis of rotation 13 and rotate, drive conical bit 41 through mounting panel 14 and rotate, bore soil through continuous pivoted conical bit 41, be convenient for get into the soil body, make grout outlet pipe 4 be located the below of tubular pile, prevent through retaining soil section of thick bamboo 6 that soil from getting into grout outlet pipe 4, the thick liquid gets into grout outlet pipe 4 through grout inlet pipe 2, grout outlet 42 through grout outlet pipe 4 goes out, can be even carry out the slip casting to the pile bottom, conical bit 41 is the cavity structure, conical bit 41's 41 top and grout outlet pipe 4's bottom are linked together, be equipped with external screw thread 411 on conical bit 41's the outer wall, be convenient for conical bit 41's the brill soil through the external screw thread 411 that sets up, install blotter 15 on mount pad 1's the interior roof, the bottom of blotter 15 links to each other with driving motor 12's top, through blotter 15 alleviate the device because the vibration that driving motor 12 produced, improves stability, advance one side of thick liquid pipe 2 and install into thick liquid mouth 21, it links to each other with high-pressure slush pump through the pipeline to advance thick liquid mouth 21, through high-pressure slush pump work, carries the thick liquid to advancing thick liquid pipe 2, handle 11 is installed at the top center department of mount pad 1, the cover is equipped with rubber sleeve 111 on handle 11's the outer wall, is convenient for the device of taking through handle 11, improves the travelling comfort when using through rubber sleeve 111, 6 bottoms of fender soil section of thick bamboo are the tapered structure, and it is effectual to keep off soil.
In an embodiment, referring to fig. 2 and 3, the top of the soil blocking cylinder 6 is vertically provided with adjusting assemblies 5 side by side, each adjusting assembly 5 includes an adjusting rod 51, the top end of each adjusting rod 51 extends to the outside of the soil blocking cylinder 6 through the soil blocking cylinder 6 and is provided with an adjusting handle 53, the outer wall of each adjusting rod 51 is provided with a spring 52 in a sleeved manner, the adjusting rods 51 are pulled upwards through the adjusting handles 53, the springs 52 are compressed, the soil blocking cylinder 6 is driven to move upwards through the adjusting rods 51, the grout outlet 42 is exposed, grouting work is facilitated, the inner top plate of the limiting pipe 3 is provided with rubber plates 54, the upper end and the lower end of each spring 52 are respectively connected with the bottom of each rubber plate 54 and the top of the soil blocking cylinder 6, and each rubber plate 54 plays a role in protection, and reduces the possibility of damage to the.
The utility model discloses a concrete operation as follows:
firstly, sinking a pile on a pipe pile, installing a grouting pipe, conveniently taking a device through a handle 11, placing a grout outlet pipe 4 on the inner side of the grouting pipe, extending a conical drill bit 41 out of the grouting pipe, driving a rotating shaft 13 to rotate through the operation of a driving motor 12, driving a mounting plate 14 to rotate through the rotating shaft 13, driving the conical drill bit 41 to rotate through the mounting plate 14, drilling soil through the continuously rotating conical drill bit 41 to facilitate entering soil, enabling the grout outlet pipe 4 to be positioned below the pipe pile, preventing the soil from entering the grout outlet pipe 4 through a soil blocking cylinder 6 during soil drilling, pulling an adjusting rod 51 upwards through an adjusting handle 53 during grouting, compressing a spring 52, driving the soil blocking cylinder 6 to move upwards through the adjusting rod 51 to expose a grout outlet 42 so as to facilitate the grouting work, conveying grout through the operation of a high-pressure slurry pump, enabling the grout to enter the grout outlet pipe 4 through a grout inlet pipe 2, discharging the grout outlet 42 of the grout outlet 4, the grouting can be uniformly performed on the pile bottom, and the condition that grouting cannot be performed and slurry can be effectively prevented from jumping along the pile body or overflowing from other places.
The present invention has been described above with reference to the accompanying drawings, and it is obvious that the present invention is not limited by the above-mentioned manner, if the method and the technical solution of the present invention are adopted, the present invention can be directly applied to other occasions without substantial improvement, and the present invention is within the protection scope of the present invention.
Claims (8)
1. The utility model provides a slip casting construction equipment at bottom of tubular pile for construction, includes mount pad (1), its characterized in that, driving motor (12) are installed perpendicularly to the intracavity of mount pad (1), the output shaft of driving motor (12) has axis of rotation (13), the bottom of axis of rotation (13) is run through mount pad (1) and is extended to its outside and install mounting panel (14), thick liquid pipe (2) is installed into to the bottom of mounting panel (14), advance the cover on the bottom outer wall of thick liquid pipe (2) and be equipped with spacing pipe (3), spacing pipe (3) and advance and install between thick liquid pipe (2) fender soil barrel (6), grout outlet pipe (4) are installed to the below of spacing pipe (3), grout outlet pipe (4)'s top and the bottom of advancing thick liquid pipe (2) are linked together, tapered drill bit (41) are installed to grout outlet pipe's (4) bottom, go out and all be equipped with a plurality of grout outlets (42) on the outer wall of thick liquid pipe (4) and tapered drill (41), just the bottom of retaining cylinder (6) runs through spacing pipe (3) in proper order and goes out the inboard that thick liquid pipe (4) extended to play thick liquid pipe (4).
2. The tubular pile bottom grouting construction device for building construction according to claim 1, characterized in that adjusting components (5) are installed perpendicularly side by side at the top of the soil blocking cylinder (6), each adjusting component (5) all includes adjusting rod (51), every adjusting rod (51) is all run through soil blocking cylinder (6) on the top and extend to its outside and install regulation handle (53), every adjusting rod (51) all overlaps on the outer wall and be equipped with spring (52).
3. The tubular pile bottom grouting construction device for building construction according to claim 2, characterized in that a rubber plate (54) is installed on the inner top plate of the limiting pipe (3), and the upper and lower ends of each spring (52) are connected with the bottom of the rubber plate (54) and the top of the soil retaining cylinder (6) respectively.
4. The tubular pile bottom grouting construction device for building construction according to claim 1, characterized in that the conical drill bit (41) is of a cavity structure, the top of the conical drill bit (41) is communicated with the bottom of the grout outlet pipe (4), and an external thread (411) is arranged on the outer wall of the conical drill bit (41).
5. The pile bottom grouting construction device for the tubular pile for building construction according to claim 1, wherein a cushion pad (15) is installed on an inner top plate of the installation seat (1), and the bottom of the cushion pad (15) is connected with the top of the driving motor (12).
6. The pile bottom grouting construction device for the tubular pile for building construction according to claim 1, wherein a grout inlet (21) is installed at one side of the grout inlet pipe (2), and the grout inlet (21) is connected with a high-pressure mud pump through a pipeline.
7. The tubular pile bottom grouting construction device for building construction according to claim 1, characterized in that a handle (11) is installed at the top center of the installation seat (1), and a rubber sleeve (111) is sleeved on the outer wall of the handle (11).
8. The tubular pile bottom grouting construction device for building construction according to claim 1, characterized in that the bottom end of the soil blocking cylinder (6) is of a cone-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020986075.2U CN212358316U (en) | 2020-06-02 | 2020-06-02 | Pipe pile bottom grouting construction device for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020986075.2U CN212358316U (en) | 2020-06-02 | 2020-06-02 | Pipe pile bottom grouting construction device for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212358316U true CN212358316U (en) | 2021-01-15 |
Family
ID=74152348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020986075.2U Expired - Fee Related CN212358316U (en) | 2020-06-02 | 2020-06-02 | Pipe pile bottom grouting construction device for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212358316U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089708A (en) * | 2021-04-09 | 2021-07-09 | 苏州市中坚建设工程有限责任公司 | Grouting device for repairing waterproof curtain and repairing method |
-
2020
- 2020-06-02 CN CN202020986075.2U patent/CN212358316U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089708A (en) * | 2021-04-09 | 2021-07-09 | 苏州市中坚建设工程有限责任公司 | Grouting device for repairing waterproof curtain and repairing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210115 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |