CN204676551U - The tamping equipment of rear loading type reinforcing cage castinplace pile - Google Patents
The tamping equipment of rear loading type reinforcing cage castinplace pile Download PDFInfo
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- CN204676551U CN204676551U CN201520188989.3U CN201520188989U CN204676551U CN 204676551 U CN204676551 U CN 204676551U CN 201520188989 U CN201520188989 U CN 201520188989U CN 204676551 U CN204676551 U CN 204676551U
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- reinforcing cage
- shaking platform
- pile
- vibrating arm
- reinforcing
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Abstract
The utility model discloses a kind of tamping equipment of rear loading type reinforcing cage castinplace pile, solve the technical problem of existing concrete reinforcing cage castinplace pile compactness difference.Comprise being filled in directly over hole for grout pile (1) and be provided with shaking platform suspension hook (9) and shaking platform (5), shaking platform (5) is provided with vibrating hammer (7), reinforcing cage (3) is provided with between shaking platform (5) and pea gravel concreten (2), vibrating arm (4) is provided with in reinforcing cage (3), the bottom of vibrating arm (4) and the bottom activity of reinforcing cage (3) are plugged in together, top and the vibrating hammer (7) of vibrating arm (4) link together, reinforcing cage (3) bottom is provided with tapered cap (8), strengthening frame arranges the reinforcing annular frame of a movable supporting at interval of 3 meters along vibration above-below direction.Improve the overall density of bridge struction pile, effectively ensure that pile body construction quality.
Description
Technical field
The present invention relates to a kind of tamping equipment of castinplace pile, particularly a kind of tamping equipment of rear loading type reinforcing cage castinplace pile.
Background technology
The construction technology of Reinforced Concrete Bridge castinplace pile first uses rig pore-forming, then in pore-forming, put into the reinforcing cage processed, in hole, downcomer carries out filling concrete afterwards, and building is carry out perfusion by lifting conduit sections make concrete compaction and reach designing requirement.Because disposable conduit promotes not in time and not in place in whole formation of pile, the compactness after concrete pile is made not reach requirement, particularly push up 3 meters of range contents in distance stake and easily form broken pile, stake is caused to reach less than designing requirement, secondary pile extension can only be taked, there is claim for eot, the problem that pile quality difference and pile body bearing capacity cannot meet design requirement.
Summary of the invention
The invention provides a kind of tamping equipment of rear loading type reinforcing cage castinplace pile, solve the technical problem of existing concrete reinforcing cage castinplace pile compactness difference.
A kind of tamping equipment of rear loading type reinforcing cage castinplace pile, comprise hole for grout pile, pea gravel concreten is perfused with in hole for grout pile, shaking platform suspension hook is provided with directly over hole for grout pile, shaking platform suspension hook falls to be connected to shaking platform, shaking platform is provided with vibrating hammer, reinforcing cage is provided with between shaking platform and pea gravel concreten, vibrating arm is provided with in reinforcing cage, the bottom of vibrating arm and the bottom activity of reinforcing cage are plugged in together, top and the vibrating hammer of vibrating arm link together, reinforcing cage bottom is provided with tapered cap, reinforcing annular frame is provided with between main muscle and vibrating arm inside reinforcing cage, strengthening frame arranges the reinforcing annular frame of a movable supporting at interval of 3 meters along vibration above-below direction, be provided with between shaking platform and reinforcing cage and hang cage rope.
A vibrating method for rear loading type reinforcing cage castinplace pile, comprises the following steps:
The first step, get out hole for grout pile with bridge rig, make stake holes reach projected depth;
Second step, bottom welding tapered cap at reinforcing cage, put into reinforcing cage by vibrating arm, the bottom activity of reinforcing cage tapered cap and vibrating arm be plugged in together, along vibrating arm every 3 meters of movable supporting ring holders between vibrating arm and the main muscle of reinforcing bar;
3rd step, vibrating hammer is installed on shaking platform, with extension cage rope, the top of shaking platform and reinforcing cage is linked together;
4th step, with the suspension hook of crane, the reinforcing cage below shaking platform is suspended in midair directly over hole for grout pile;
5th step, in priming concrete pile hole disposable uninterrupted pumping pea gravel concreten, it is high to be that the top of pea gravel concreten reaches design stake top mark;
In 6th step, after pea gravel concreten has poured into five minutes, by adjustment extension cage rope, the bottom of reinforcing cage is fallen the top of pea gravel concreten, start vibrating hammer, sink in pea gravel concreten with the speed of reinforcing cage 1.2-1.5 m/min, until reinforcing cage to sink at the bottom of elevation location, sink at reinforcing cage and hang cage rope by manual adjustment in process and reinforcing cage is sunk in process keep plumbness;
7th step, at the bottom of reinforcing cage sinks to elevation location after 3 minutes, shaking platform suspension hook is upwards promoted 3 meters, start vibrating hammer again and vibrate 5 minutes, close vibrating hammer and shaking platform suspension hook is upwards being promoted 3 meters, start vibrating hammer again and vibrate 5 minutes, circulation is till extracting vibrating arm from pea gravel concreten successively.
Insert the construction technology of reinforcing cage after present invention employs first castinplace pile body concrete, effectively vibrated to the concrete of stake top perfusion at the bottom of making, improve the overall density of bridge struction pile, effectively ensure that pile body construction quality.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Detailed description of the invention
A kind of tamping equipment of rear loading type reinforcing cage castinplace pile, comprise hole for grout pile 1, pea gravel concreten 2 is perfused with in hole for grout pile 1, shaking platform suspension hook 9 is provided with directly over hole for grout pile 1, shaking platform suspension hook 9 falls to be connected to shaking platform 5, shaking platform 5 is provided with vibrating hammer 7, reinforcing cage 3 is provided with between shaking platform 5 and pea gravel concreten 2, vibrating arm 4 is provided with in reinforcing cage 3, the bottom of vibrating arm 4 and the bottom activity of reinforcing cage 3 are plugged in together, top and the vibrating hammer 7 of vibrating arm 4 link together, reinforcing cage 3 bottom is provided with tapered cap 8, reinforcing annular frame is provided with between main muscle and vibrating arm inside reinforcing cage 3, strengthening frame arranges the reinforcing annular frame of a movable supporting at interval of 3 meters along vibration above-below direction, be provided with between shaking platform 5 and reinforcing cage 3 and hang cage rope 6.
A vibrating method for rear loading type reinforcing cage castinplace pile, comprises the following steps:
The first step, get out hole for grout pile with bridge rig, make stake holes reach projected depth;
Second step, bottom welding tapered cap 8 at reinforcing cage 3, vibrating arm 4 is put into reinforcing cage 3, the bottom activity of reinforcing cage tapered cap 8 with vibrating arm 4 is plugged in together, along vibrating arm every 3 meters of movable supporting ring holders between vibrating arm and the main muscle of reinforcing bar;
3rd step, vibrating hammer 7 being installed on shaking platform 5, with hanging cage rope 6, the top of shaking platform 5 with reinforcing cage 3 being linked together;
4th step, with the suspension hook 9 of crane, the reinforcing cage 3 below shaking platform 5 is suspended in midair directly over hole for grout pile;
5th step, in priming concrete pile hole 1 disposable uninterrupted pumping pea gravel concreten 2, it is high to be that the top of pea gravel concreten 2 reaches design stake top mark;
In 6th step, after pea gravel concreten 2 has poured into five minutes, by adjustment extension cage rope 6, the bottom of reinforcing cage 3 is fallen the top of pea gravel concreten 2, start vibrating hammer 7, reinforcing cage sinks in pea gravel concreten 2 with the speed of 31.2-1.5 m/min, until reinforcing cage 3 to sink at the bottom of elevation location, sink at reinforcing cage 3 and hang cage rope 6 by manual adjustment in process and reinforcing cage 3 is sunk in process keep plumbness;
7th step, at the bottom of reinforcing cage 3 sinks to elevation location after 3 minutes, shaking platform suspension hook 9 is upwards promoted 3 meters, start vibrating hammer 7 again and vibrate 5 minutes, close vibrating hammer 7 and shaking platform suspension hook 9 is upwards being promoted 3 meters, start vibrating hammer 7 again and vibrate 5 minutes, circulation is till extracting vibrating arm 4 from pea gravel concreten 3 successively.
Claims (1)
1. the tamping equipment of a rear loading type reinforcing cage castinplace pile, comprise hole for grout pile (1), pea gravel concreten (2) is perfused with in hole for grout pile (1), it is characterized in that, shaking platform suspension hook (9) is provided with directly over hole for grout pile (1), shaking platform suspension hook (9) falls to be connected to shaking platform (5), shaking platform (5) is provided with vibrating hammer (7), reinforcing cage (3) is provided with between shaking platform (5) and pea gravel concreten (2), vibrating arm (4) is provided with in reinforcing cage (3), the bottom of vibrating arm (4) and the bottom activity of reinforcing cage (3) are plugged in together, top and the vibrating hammer (7) of vibrating arm (4) link together, reinforcing cage (3) bottom is provided with tapered cap (8), reinforcing annular frame is provided with between reinforcing cage (3) the main muscle in inner side and vibrating arm, strengthening frame arranges the reinforcing annular frame of a movable supporting at interval of 3 meters along vibration above-below direction, be provided with between shaking platform (5) and reinforcing cage (3) and hang cage rope (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520188989.3U CN204676551U (en) | 2015-03-31 | 2015-03-31 | The tamping equipment of rear loading type reinforcing cage castinplace pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520188989.3U CN204676551U (en) | 2015-03-31 | 2015-03-31 | The tamping equipment of rear loading type reinforcing cage castinplace pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204676551U true CN204676551U (en) | 2015-09-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520188989.3U Expired - Fee Related CN204676551U (en) | 2015-03-31 | 2015-03-31 | The tamping equipment of rear loading type reinforcing cage castinplace pile |
Country Status (1)
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| CN (1) | CN204676551U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846828A (en) * | 2015-03-31 | 2015-08-19 | 中铁十九局集团第三工程有限公司 | Vibrating device and vibrating method for back-inserted type reinforcement cage cast-in-situ pile |
| CN108442361A (en) * | 2018-04-28 | 2018-08-24 | 山西建筑工程有限公司 | A kind of anti-levitating device of filling concrete pile cages fluking type and application method |
| CN113699995A (en) * | 2021-07-26 | 2021-11-26 | 甘肃旭盛显示科技有限公司 | Construction method for matching and hoisting vibrating rod and reinforcement cage |
-
2015
- 2015-03-31 CN CN201520188989.3U patent/CN204676551U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846828A (en) * | 2015-03-31 | 2015-08-19 | 中铁十九局集团第三工程有限公司 | Vibrating device and vibrating method for back-inserted type reinforcement cage cast-in-situ pile |
| CN108442361A (en) * | 2018-04-28 | 2018-08-24 | 山西建筑工程有限公司 | A kind of anti-levitating device of filling concrete pile cages fluking type and application method |
| CN108442361B (en) * | 2018-04-28 | 2024-05-10 | 山西建筑工程集团有限公司 | Reinforced cage barb type anti-floating device for bored concrete pile and use method |
| CN113699995A (en) * | 2021-07-26 | 2021-11-26 | 甘肃旭盛显示科技有限公司 | Construction method for matching and hoisting vibrating rod and reinforcement cage |
| CN113699995B (en) * | 2021-07-26 | 2022-07-22 | 甘肃旭盛显示科技有限公司 | Construction method for matching and hoisting vibrating rod and reinforcement cage |
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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: 20150930 |
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| CF01 | Termination of patent right due to non-payment of annual fee |