CN211948416U - Immersed tube pile extruding machine - Google Patents
Immersed tube pile extruding machine Download PDFInfo
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- CN211948416U CN211948416U CN201922324226.8U CN201922324226U CN211948416U CN 211948416 U CN211948416 U CN 211948416U CN 201922324226 U CN201922324226 U CN 201922324226U CN 211948416 U CN211948416 U CN 211948416U
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Abstract
The utility model discloses a immersed tube compaction stake machine, which comprises a base, the below on chassis is provided with the walking track, be provided with rotary platform between chassis and the walking track, the vertical sleeve pipe of fixedly connected with on the chassis, sliding connection has the pole setting in the sleeve pipe, the top fixedly connected with crossbeam of pole setting, be provided with a plurality of rotatable first pulleys on the crossbeam, still be provided with main hoist engine and vice book upward machine on the chassis, the upper end of weight is connected after the last wire rope of main hoist engine walks around the first pulley that corresponds, connect the upper end of protecting a section of thick bamboo after the last wire rope of vice book upward machine walks around the first pulley that corresponds, weight and a section of thick bamboo sliding fit protect, the top of protecting a section of thick bamboo is provided with the vibrator, the center department of vibrator is provided with the hole. The steel pipe can be embedded into a strongly weathered or moderately weathered rock stratum to be used as a steel pipe protective wall above the strongly weathered or moderately weathered rock stratum, and concrete cannot be wasted due to expansion.
Description
Technical Field
The utility model relates to a technical field of translation guard gate particularly, relates to a crowded close stake machine of immersed tube.
Background
The hole-forming mode of the cast-in-situ bored pile mainly adopts gravity impact and mechanical drilling to drill holes, the cast-in-situ bored pile is formed by adopting slurry breast wall hole-forming impact, and concrete is wasted due to hole expansion by adopting the slurry breast wall.
If the immersed tube (i.e. the immersed steel tube) is embedded in the strongly weathered or moderately weathered rock formation, a pile machine capable of embedding the immersed tube in the strongly weathered or moderately weathered rock formation is needed as a steel tube retaining wall above the strongly weathered or moderately weathered rock formation.
An effective solution to the problems in the related art has not been proposed yet.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned technical problem among the correlation technique, the utility model provides a immersed tube compaction stake machine can bury the steel pipe underground in the efflorescence or the mesoefflorescence rock stratum, as efflorescence or mesoefflorescence rock stratum above steel pipe dado, can make the construction of bored concrete pile go on smoothly.
In order to achieve the technical purpose, the technical scheme of the utility model is realized as follows:
the utility model provides a immersed tube compaction stake machine, includes the chassis, the below on chassis is provided with the walking track, the chassis with be provided with rotary platform between the walking track, the vertical sleeve pipe of fixedly connected with on the chassis, sliding connection has the pole setting in the sleeve pipe, the top fixedly connected with crossbeam of pole setting, be provided with a plurality of rotatable first pulleys on the crossbeam, still be provided with main hoist engine and vice winch on the chassis, wire rope on the main hoist engine walks around corresponding connect the upper end of weight behind the first pulley, wire rope on the vice hoist engine walks around corresponding connect the upper end of protecting the section of thick bamboo behind the first pulley, the weight with protect section of thick bamboo sliding fit, the top of protecting the section of thick bamboo is provided with the vibrator, the center department of vibrator is provided with the hole that can supply the weight to pass.
Furthermore, a plurality of supporting legs are arranged on the chassis, and supporting legs which can be adjusted are arranged on the supporting legs.
Further, the sleeve is connected with the chassis through an inclined support rod.
Further, an electric cabinet is further arranged on the chassis and connected with the main winch and the auxiliary winch.
Further, a ballast weight is arranged on the chassis.
Furthermore, a rotatable second pulley is further arranged on the chassis, and a steel wire rope on the auxiliary winch firstly bypasses the second pulley and then bypasses the first pulley.
Furthermore, the lower end of the weight is a tip.
The utility model has the advantages that: the steel pipe can be embedded into a strongly weathered or moderately weathered rock stratum to serve as a steel pipe retaining wall above the strongly weathered or moderately weathered rock stratum, concrete cannot be wasted due to expanding, construction of the cast-in-place pile can be smoothly conducted, the cast-in-place pile can adapt to various geological conditions, and the quality of the cast-in-place pile can be guaranteed.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic view of a sinking pipe compacting pile machine according to an embodiment of the present invention.
In the figure:
1. a sleeve; 2. a support bar; 3. a main hoist; 4. an auxiliary hoist; 5. a walking crawler belt; 6. ballast weight block; 7. a chassis; 8. a first pulley; 9. erecting a rod; 10. a cross beam; 11. a rotating platform; 12. a second pulley; 13. an electric cabinet; 14. and (5) supporting legs.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
As shown in fig. 1, the sinking pipe compacting pile machine according to the embodiment of the present invention comprises a chassis 7, a walking crawler 5 is disposed below the chassis 7, a rotary platform 11 is disposed between the chassis 7 and the walking crawler 5, a vertical sleeve 1 is fixedly connected to the chassis 7, a vertical rod 9 is slidably connected to the sleeve 1, a beam 10 is fixedly connected to the top of the vertical rod 9, a plurality of rotatable first pulleys 8 are disposed on the beam 10, a main winch 3 and an auxiliary winch 4 are further disposed on the chassis 7, a steel wire rope on the main winch 3 bypasses the corresponding first pulleys 8 and then is connected to the upper end of a weight, a steel wire rope on the auxiliary winch 4 bypasses the corresponding first pulleys 8 and then is connected to the upper end of a pile casing, the weight is in sliding fit with the pile casing, a vibrator is disposed on the top of the pile casing, and a hole through which the heavy hammer can pass is formed in the center of the vibrator.
In a specific embodiment of the present invention, the chassis 7 is provided with a plurality of supporting legs 14, and the supporting legs 14 are provided with adjustable supporting legs.
In a specific embodiment of the present invention, the sleeve 1 is connected to the chassis 7 through an inclined support rod 2.
In a specific embodiment of the present invention, an electric cabinet 13 is further disposed on the chassis 7, and the electric cabinet 13 is connected to the main hoist 3 and the auxiliary hoist 4.
In an embodiment of the present invention, the chassis 7 is further provided with a ballast weight 6.
In an embodiment of the present invention, a rotatable second pulley 12 is further disposed on the chassis 7, and the wire rope on the auxiliary winch 4 firstly bypasses the second pulley 12 and then bypasses the first pulley 8.
In an embodiment of the present invention, the lower end of the weight is a tip.
For the convenience of understanding the above technical solutions of the present invention, the above technical solutions of the present invention will be described in detail through specific use modes.
Sinking pipe compaction stake machine include sleeve pipe 1, bracing piece 2, main hoist engine 3, vice hoist engine 4, walking track 5, ballast pouring weight 6, chassis 7, first pulley 8, pole setting 9, crossbeam 10, rotary platform 11, second pulley 12, electric cabinet 13 and supporting leg 14.
The electric cabinet 13 comprises a box body and a PLC controller positioned in the box body, the PLC controller is respectively connected with a touch screen, a driving motor of the walking crawler 5, a driving motor of the rotary platform 11, a main winch, an auxiliary winch 4 and the like, the model of the PLC controller is SIEMENS S7-1200, and the model of the touch screen is SIEMENS TP 1200.
When the pile protection device is used specifically, a pile hole is tamped by vertically moving the heavy hammer, the pile protection barrel is vibrated to sink to the bottom of the pile hole, the hole forming speed is high by hammering the hole forming mode, when the pile protection barrel penetrates through building garbage, rock blocks and original shallow foundations of miscellaneous filling and backfill and sinks to a certain depth in a strongly weathered or a moderately weathered rock layer, the heavy hammer is moved upwards and is drawn out from the pile protection barrel, a steel pipe is placed in the pile protection barrel (the diameter of the steel pipe is 2-3 centimeters smaller than that of the pile protection barrel), then the heavy hammer is placed in the pile protection barrel, the steel pipe is pressed in the pile protection barrel, and the pile protection barrel is lifted upwards, and when the pile protection barrel is slowly lifted out of.
In conclusion, with the aid of the technical scheme of the utility model, can bury the steel pipe underground in the efflorescence or the mesoefflorescence rock stratum, as the steel pipe dado more than the efflorescence or the mesoefflorescence rock stratum, can not be because of the extravagant concrete of hole enlargement to can make the construction of bored concrete pile go on smoothly, adaptable multiple geological conditions can ensure the quality of bored concrete pile.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The immersed tube pile extruding machine is characterized by comprising a chassis (7), a walking crawler (5) is arranged below the chassis (7), a rotary platform (11) is arranged between the chassis (7) and the walking crawler (5), a vertical sleeve (1) is fixedly connected to the chassis (7), a vertical rod (9) is connected to the sleeve (1) in a sliding manner, a cross beam (10) is fixedly connected to the top of the vertical rod (9), a plurality of rotatable first pulleys (8) are arranged on the cross beam (10), a main winch (3) and an auxiliary winch (4) are further arranged on the chassis (7), a steel wire rope on the main winch (3) bypasses the corresponding first pulleys (8) and then is connected with the upper end of a pile casing, a steel wire rope on the auxiliary winch heavy hammer (4) bypasses the corresponding first pulleys (8) and then is connected with the upper end of a pile casing, the heavy hammer is in sliding fit with the protective cylinder, the top of the protective cylinder is provided with a vibrator, and the center of the vibrator is provided with a hole through which the heavy hammer can pass.
2. The immersed tube pile extruder according to claim 1, characterized in that a plurality of supporting legs (14) are arranged on the chassis (7), and adjustable supporting feet are arranged on the supporting legs (14).
3. The sinking pipe pile press according to claim 1, characterised in that the sleeve (1) is connected to the chassis (7) by means of an inclined support rod (2).
4. The immersed tube pile extruder as claimed in claim 1, wherein the chassis (7) is further provided with an electric cabinet (13), and the electric cabinet (13) is respectively connected with the main winch (3) and the auxiliary winch (4), the walking crawler (5) and the rotary platform (11).
5. The immersed tube pile press according to claim 1, characterized in that the chassis (7) is further provided with a ballast weight (6).
6. The immersed tube pile extruder according to claim 1, wherein the chassis (7) is further provided with a rotatable second pulley (12), and the steel wire rope on the auxiliary winch (4) firstly passes around the second pulley (12) and then passes around the first pulley (8).
7. The machine of claim 1, wherein the lower end of the weight is pointed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922324226.8U CN211948416U (en) | 2019-12-23 | 2019-12-23 | Immersed tube pile extruding machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922324226.8U CN211948416U (en) | 2019-12-23 | 2019-12-23 | Immersed tube pile extruding machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211948416U true CN211948416U (en) | 2020-11-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922324226.8U Active CN211948416U (en) | 2019-12-23 | 2019-12-23 | Immersed tube pile extruding machine |
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| Country | Link |
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| CN (1) | CN211948416U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233671A (en) * | 2021-04-25 | 2022-10-25 | 东台市巨力机械制造有限公司 | Crawler-type full-automatic pile driver |
-
2019
- 2019-12-23 CN CN201922324226.8U patent/CN211948416U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233671A (en) * | 2021-04-25 | 2022-10-25 | 东台市巨力机械制造有限公司 | Crawler-type full-automatic pile driver |
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