CN204753593U - Drilling bored concrete pile sediment removal device - Google Patents
Drilling bored concrete pile sediment removal device Download PDFInfo
- Publication number
- CN204753593U CN204753593U CN201520436581.3U CN201520436581U CN204753593U CN 204753593 U CN204753593 U CN 204753593U CN 201520436581 U CN201520436581 U CN 201520436581U CN 204753593 U CN204753593 U CN 204753593U
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- grab bucket
- sleeve pipe
- base
- consolidation
- spring
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Abstract
Drilling bored concrete pile sediment removal device clears away sediment design for the drilling bored concrete pile, belongs to the construction machinery field, drilling bored concrete pile sediment removal device comprises with sleeve pipe apical ring (10) rings (11), working beam (12), fossil fragments (13), grab bucket lotus flower blade (14), grab bucket shell hinge (15), grab bucket base (16), grab bucket spring (17), spring holder (18), sleeve pipe (19), concrete with wire rope (2) rings (11), and hoisting equipment (4) are controlled drilling bored concrete pile sediment removal device (1) through fixed pulley (3) on top, make drilling bored concrete pile sediment removal device (1) work in drilling bored concrete pile hole (5), the beneficial effects of the utility model are that can clear away the sediment in the drilling bored concrete pile more thoroughly.
Description
Technical field
Bored pile Accrete clearing device removes sediment and designing for bored pile, belongs to building machinery field.
Background technology
At present, bored pile is extensively employed in engineering; Bored pile has many good qualities, and also has shortcoming, and maximum shortcoming is exactly that desilting is not thorough; Existing technology adopts water jetting desilting, namely uses high pressure water flushing well washing hole, make sediment turns over, along with sediment is taken out of by current and mudflow; Because sediment is larger than the density of water and slurry coat method, all can not be cleared out, not by the sediment cleared out, at the bottom of being deposited in, be had a strong impact on the supporting capacity of shape; The bored pile Accrete clearing device that the utility model provides can address these problems.
Utility model content
In order to solve the problem, the utility model provides a kind of bored pile Accrete clearing device as shown in Figure 1, and bored pile Accrete clearing device is made up of with sleeve pipe apical ring 10 suspension ring 11, working beam 12, keel 13, grab bucket lotus flower blade 14, grab bucket shell hinge 15, grab bucket base 16, grab bucket spring 17, spring base 18, sleeve pipe 19; Suspension ring 11 and wire rope 2 consolidation, crane gear 4 is manipulated by fixed pulley 3 pairs of bored pile Accrete clearing devices 1 on top; Bored pile Accrete clearing device 1 is worked in drill-pouring stake holes 5; Suspension ring 11 are in the end of working beam 12 and suspension ring 11 consolidation, and working beam 12 is hinged with keel 13 through sleeve pipe apical ring 10, grab bucket base 16 and grab bucket spring 17; Sleeve pipe apical ring 10 on the top of sleeve pipe 19 and with it consolidation; The other end and grab bucket base 16 consolidation of sleeve pipe 19; Spring base 18 is on the top of grab bucket base 16 and consolidation with it; Grab bucket lotus flower blade 14 is hinged with grab bucket base 16 by grab bucket shell hinge 15; Hinged in the middle part of keel 13 and working beam 12 end and lotus flower blade 14 of grabbing bucket; Grab bucket spring 17, in the middle of keel 13 with grab bucket base 16, is enclosed within the outside of working beam 12.
Suspension ring 11 are endless members, and preferential recommendation adopts the steel loop of diameter 14-18 millimeter to make, top and wire rope 2 consolidation, bottom and working beam 12 consolidation.
Working beam 12 is rod-like members, preferential recommendation adopts the round steel of diameter 30-40 millimeter to make, and upper end and suspension ring 11 consolidation enter sleeve pipe 19 through sleeve pipe apical ring 10 hole inner, again through the middle part of the circular hole on grab bucket base 16 with grab bucket spring 17, hinged with many keel 13.
Keel 13 are rod-like members, and preferential recommendation adopts the round steel of diameter 8-10 millimeter to make, and two ends are hinged with lotus flower blade 14 of grabbing bucket with working beam 12 respectively.
Grab bucket lotus flower blade 14 is shell component with grab bucket base 16, and grab bucket lotus flower blade 14 adopts 16-20 millimeters thick steel plate to make with grab bucket base 16 preferential recommendation, cuts with scissors 15 hinged with grab bucket shell.
Grab bucket spring 17 is compression spring parts, and preferential recommendation adopts spring steel to make.
Spring base 18 is block parts, with grab bucket base 16 consolidation, colludes with grab bucket spring 17.
Sleeve pipe 19 is tubular parts, and preferential recommendation adopts diameter 38-48 millimeter steel pipe manufacturing, sleeve pipe 19 two ends respectively with sleeve pipe apical ring 10, base 16 consolidation of grabbing bucket,
Sleeve pipe apical ring 10 is plate endless members, has the hole of a diameter 32-42 millimeter, larger than the external diameter of working beam 12 2 millimeters of the diameter in hole in the middle of sleeve pipe apical ring 10.
The beneficial effects of the utility model are the sediments can removed more up hill and dale in bored pile.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 bored pile desilting operating diagram;
Fig. 2 bored pile Accrete clearing device launches schematic diagram;
Fig. 3 bored pile Accrete clearing device draws schematic diagram in;
Fig. 4 bored pile Accrete clearing device duty upward view;
Fig. 5 bored pile Accrete clearing device duty top view;
in figure: 1-bored pile Accrete clearing device; 11-suspension ring; 12-working beam; 13-keel; 14-grab bucket lotus flower blade; 15-grab bucket shell hinge; 16-grabs bucket base; 17-grabs bucket spring; 18-spring base; 19-sleeve pipe; 10-sleeve pipe apical ring; 2-wire rope; 3-fixed pulley; 4-crane gear; 5-drill-pouring stake holes.
Detailed description of the invention
embodiment
Certain engineering have employed the sediment of bored pile Accrete clearing device cleaning bored pile as shown in Figures 1 to 5, concrete operations are, crane gear 4 is arranged on the side of drill-pouring stake holes 5, bored pile Accrete clearing device 1 is hung onto in drill-pouring stake holes 5 by wire rope 2, just the sediment in drill-pouring stake holes 5 can be cleaned out substantially; Bored pile Accrete clearing device is made up of with sleeve pipe apical ring 10 suspension ring 11, working beam 12, keel 13, grab bucket lotus flower blade 14, grab bucket shell hinge 15, grab bucket base 16, grab bucket spring 17, spring base 18, sleeve pipe 19; Suspension ring 11 and wire rope 2 consolidation, crane gear 4 is manipulated by fixed pulley 3 pairs of bored pile Accrete clearing devices 1 on top; Bored pile Accrete clearing device 1 is worked in drill-pouring stake holes 5; Suspension ring 11 are in the end of working beam 12 and suspension ring 11 consolidation, and working beam 12 is hinged with keel 13 through sleeve pipe apical ring 10, grab bucket base 16 and grab bucket spring 17; Sleeve pipe apical ring 10 on the top of sleeve pipe 19 and with it consolidation; The other end and grab bucket base 16 consolidation of sleeve pipe 19; Spring base 18 is on the top of grab bucket base 16 and consolidation with it; Grab bucket lotus flower blade 14 is hinged with grab bucket base 16 by grab bucket shell hinge 15; Hinged in the middle part of keel 13 and working beam 12 end and lotus flower blade 14 of grabbing bucket; Grab bucket spring 17, in the middle of keel 13 with grab bucket base 16, is enclosed within the outside of working beam 12.
Suspension ring 11 are endless members, adopt the steel loop of diameter 14 millimeters to make, top and wire rope 2 consolidation, bottom and working beam 12 consolidation.
Working beam 12 is rod-like members, preferential recommendation adopts the round steel of diameter 30 millimeters to make, and upper end and suspension ring 11 consolidation enter sleeve pipe 19 through sleeve pipe apical ring 10 hole inner, again through the middle part of the circular hole on grab bucket base 16 with grab bucket spring 17, hinged with many keel 13.
Keel 13 are rod-like members, and preferential recommendation adopts the round steel of diameter 8-10 millimeter to make, and two ends are hinged with lotus flower blade 14 of grabbing bucket with working beam 12 respectively.
Grab bucket lotus flower blade 14 is shell component with grab bucket base 16, and grab bucket lotus flower blade 14 adopts 16 millimeters thick steel plates to make with grab bucket base 16 preferential recommendation, cuts with scissors 15 hinged with grab bucket shell.
Grab bucket spring 17 is compression spring parts, and preferential recommendation adopts spring steel to make.
Spring base 18 is block parts, with grab bucket base 16 consolidation, colludes with grab bucket spring 17.
Sleeve pipe 19 is tubular parts, and preferential recommendation adopts diameter 38 millimeters of steel pipe manufacturings, sleeve pipe 19 two ends respectively with sleeve pipe apical ring 10, base 16 consolidation of grabbing bucket,
Sleeve pipe apical ring 10 is plate endless members, has the hole of a diameter 32 millimeters, larger than the external diameter of working beam 12 2 millimeters of the diameter in hole in the middle of sleeve pipe apical ring 10.
During desilting work, crane gear (4) is placed in the side of drill-pouring stake holes (5), bored pile Accrete clearing device (1) is controlled by wire rope (2), wire rope (2) makes wire rope (2) drive bored pile Accrete clearing device (1) in drill-pouring stake holes (5) by the fixed pulley (3) at crane gear (4) top, during wire rope (2) tensioning, grab bucket spring (17) is compressed, and grab bucket lotus flower blade (14) is closely sealed; After bored pile Accrete clearing device (1) touches the end, wire rope (2) occurs lax, and grab bucket spring (17) is from rising, and grab bucket lotus flower blade (14) is opened; When promoting, grab bucket spring (17) is compressed again, and grab bucket lotus flower blade (14) is closely sealed; Sediment is enclosed in grab bucket lotus flower blade (14) and is taken out of, is removed by the sediment in drill-pouring stake holes (5).
Claims (9)
1. bored pile Accrete clearing device, it is characterized in that, described device is made up of with sleeve pipe apical ring (10) suspension ring (11), working beam (12), keel (13), grab bucket lotus flower blade (14), grab bucket shell hinge (15), grab bucket base (16), grab bucket spring (17), spring base (18), sleeve pipe (19); Suspension ring (11) and wire rope (2) consolidation, crane gear (4) is manipulated bored pile Accrete clearing device (1) by the fixed pulley (3) on top; Make bored pile Accrete clearing device (1) work in drill-pouring stake holes (5); Suspension ring (11) are in the end of working beam (12), and with suspension ring (11) consolidation, working beam (12) is hinged with keel (13) through sleeve pipe apical ring (10), grab bucket base (16) and grab bucket spring (17); Sleeve pipe apical ring (10) on the top of sleeve pipe (19) and with it consolidation; The other end and grab bucket base (16) consolidation of sleeve pipe (19); Spring base (18) is on the top of grab bucket base (16) and consolidation with it; Grab bucket lotus flower blade (14) is hinged with grab bucket base (16) by grab bucket shell hinge (15); Keel (13) are hinged with lotus flower blade (14) middle part of grabbing bucket with working beam (12) end; Grab bucket spring (17), in the middle of keel (13) with grab bucket base (16), is enclosed within the outside of working beam (12).
2. bored pile Accrete clearing device according to claim 1, is characterized in that, suspension ring (11) are endless members, top and wire rope (2) consolidation, bottom and working beam (12) consolidation.
3. bored pile Accrete clearing device according to claim 1, it is characterized in that, working beam (12) is rod-like members, upper end and suspension ring (11) consolidation, sleeve pipe (19) is entered inner through sleeve pipe apical ring (10) hole, again through the middle part of the circular hole in grab bucket base (16) with grab bucket spring (17), hinged with many keel (13).
4. bored pile Accrete clearing device according to claim 1, is characterized in that, keel (13) are rod-like members, two ends respectively with working beam (12) and lotus flower blade (14) of grabbing bucket hinged.
5. bored pile Accrete clearing device according to claim 1, is characterized in that, grab bucket lotus flower blade (14) is shell component with grab bucket base (16), adopts 16-20 millimeters thick steel plate to make with grab bucket base (16), hinged with grab bucket shell hinge (15).
6. bored pile Accrete clearing device according to claim 1, is characterized in that, grab bucket spring (17) is compression spring part.
7. bored pile Accrete clearing device according to claim 1, is characterized in that, spring base (18) is block parts, with grab bucket base (16) consolidation, colludes with grab bucket spring (17).
8. bored pile Accrete clearing device according to claim 1, is characterized in that, sleeve pipe (19) is tubular part, sleeve pipe (19) two ends respectively with sleeve pipe apical ring (10), base (16) consolidation of grabbing bucket.
9. bored pile Accrete clearing device according to claim 1, is characterized in that, sleeve pipe apical ring (10) is plate endless member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520436581.3U CN204753593U (en) | 2015-06-24 | 2015-06-24 | Drilling bored concrete pile sediment removal device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520436581.3U CN204753593U (en) | 2015-06-24 | 2015-06-24 | Drilling bored concrete pile sediment removal device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753593U true CN204753593U (en) | 2015-11-11 |
Family
ID=54468318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520436581.3U Expired - Fee Related CN204753593U (en) | 2015-06-24 | 2015-06-24 | Drilling bored concrete pile sediment removal device |
Country Status (1)
| Country | Link |
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| CN (1) | CN204753593U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040761A (en) * | 2015-06-24 | 2015-11-11 | 中国地质大学（武汉） | Cast-in-situ bored pile sediment device and use method |
| CN112796307A (en) * | 2021-01-04 | 2021-05-14 | 成都欣皓地基基础工程有限责任公司 | Square pile construction method of rotary drilling rig |
| CN114555888A (en) * | 2021-01-04 | 2022-05-27 | 成都欣皓地基基础工程有限责任公司 | Square pile construction method and equipment for rotary drilling rig |
| US11891892B2 (en) | 2020-11-04 | 2024-02-06 | Chengdu Xinhao Foundation Engineering Co., Ltd. | Square pile construction method and equipment of a rotary drilling rig |
-
2015
- 2015-06-24 CN CN201520436581.3U patent/CN204753593U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040761A (en) * | 2015-06-24 | 2015-11-11 | 中国地质大学（武汉） | Cast-in-situ bored pile sediment device and use method |
| US11891892B2 (en) | 2020-11-04 | 2024-02-06 | Chengdu Xinhao Foundation Engineering Co., Ltd. | Square pile construction method and equipment of a rotary drilling rig |
| CN112796307A (en) * | 2021-01-04 | 2021-05-14 | 成都欣皓地基基础工程有限责任公司 | Square pile construction method of rotary drilling rig |
| CN114555888A (en) * | 2021-01-04 | 2022-05-27 | 成都欣皓地基基础工程有限责任公司 | Square pile construction method and equipment for rotary drilling rig |
| CN114555888B (en) * | 2021-01-04 | 2023-01-31 | 成都欣皓地基基础工程有限责任公司 | Square pile construction method and equipment for rotary drilling rig |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151111 Termination date: 20160624 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |