CN212559191U - Be applied to abandon sediment overhead hoist of digging pile - Google Patents
Be applied to abandon sediment overhead hoist of digging pile Download PDFInfo
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- CN212559191U CN212559191U CN202021338248.6U CN202021338248U CN212559191U CN 212559191 U CN212559191 U CN 212559191U CN 202021338248 U CN202021338248 U CN 202021338248U CN 212559191 U CN212559191 U CN 212559191U
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Abstract
The utility model provides a be applied to abandon sediment overhead hoist of bored pile, include: the supporting frame, the walking beam unit and the walking lifting unit; the supporting frame is a rectangular frame, the length and the width of the supporting frame respectively correspond to the length and the width of the pile hole, and the supporting frame is fixedly arranged above the pile hole; the walking beam unit comprises a walking beam, a distribution beam and a riding steel plate; the walking and hoisting unit comprises a walking engine, a walking engine walking wheel, a winch walking wheel, a steel wire rope drum, a steel wire rope, a lifting hook and a limiter. The application provides a be applied to abandoning sediment overhead hoist of bored pile has convenient operation, the efficiency of construction is high, and truss rigidity and stability are strong, reduce drill way personnel and face limit working strength, advantages such as standardized construction and safety protection construction are effectual. Reduce site operation place usable floor area, avoid a large amount of prefabricated balancing weights, when effectively promoting site operation efficiency, also effectively improve on-the-spot safe standardized construction degree.
Description
Technical Field
The utility model belongs to the technical field of the sediment handling construction is abandoned to the bored pile, concretely relates to be applied to abandon sediment overhead hoist of bored pile.
Background
The existing pile foundation waste slag hoisting equipment is mostly a simple triangular hoisting frame, and is matched with a winch to complete the slag hoisting operation through manual operation. Along with the promotion of the standardized management and control of construction, the security management and control dynamics to and the existing equipment technique needs more manpower and supplementary counter weight measure, lead to the standardized and security management and control implementation of dregs handling construction comparatively difficult, owing to receive the influence of tripod intensity, stability again, abandon the sediment handling and unload the time, need the special messenger in drill way department operation, promote behind the sediment bucket at every turn, all need the manual work to shift the sediment bucket outside the hole, unload again, consequently, work efficiency and security are on the low side.
SUMMERY OF THE UTILITY MODEL
To the defect that prior art exists, the utility model provides a be applied to abandon sediment overhead hoist of bored pile can effectively solve above-mentioned problem.
The utility model adopts the technical scheme as follows:
the utility model provides a be applied to abandon sediment overhead hoist of bored pile, include: the walking beam unit comprises a supporting frame (100), a walking beam unit (200) and a walking lifting unit (300);
the supporting frame (100) is a rectangular frame, the length and the width of the supporting frame respectively correspond to the length and the width of the pile hole, and the supporting frame (100) is fixedly arranged above the pile hole; the supporting frame (100) comprises four truss upright rods (101) which are vertically arranged and are arranged in a rectangular shape; the bottom of each truss upright stanchion (101) is fixed with a preformed hole around the pile foundation; the tops of two adjacent truss upright rods (101) are fixedly connected through a truss cross rod (102); the middle parts of two adjacent truss upright rods (101) are connected and reinforced through a cross brace (103); the truss upright rods (101) and the truss cross rods (102) are connected and reinforced through inclined struts (104); a safety protection net (105) is arranged around the lower part of the supporting frame (100);
the walking beam unit (200) comprises a walking beam (201), a distribution beam (202) and a riding steel plate (203); the top of the supporting frame (100) is fixedly provided with the walking beam (201), and one end of the walking beam (201) extends out of the supporting frame (100) horizontally; fixedly mounting three distribution beams (202) which are vertically crossed with the walking beam (201) on the top of the supporting frame (100); the intersection part of the walking beam (201) and the distribution beam (202) is reinforced by installing the riding steel plate (203);
the walking and lifting unit (300) comprises a walking engine (301), a walking engine walking wheel (302), a winch (303), a winch walking wheel (304), a steel wire rope reel (305), a steel wire rope (306), a lifting hook (307) and a stopper (308);
the tail end of the walking beam (201) extending out of the supporting frame (100) horizontally is fixedly provided with the stopper (308);
the walking engine (301) is slidably mounted on the walking beam (201) through the walking engine walking wheel (302); the winch (303) is arranged on the walking beam (201) in a sliding mode through the winch walking wheel (304); the traveling engine (301) and the winch (303) are fixed, and when the traveling engine (301) travels along the traveling beam (201), the winch (303) is driven to travel along the traveling beam (201) synchronously; the steel wire rope winding drum (305) is fixedly installed outside the winch (303), one end of the steel wire rope (306) is connected with the winch (303), and the other end of the steel wire rope (306) is wound on the steel wire rope winding drum (305) and then fixed outside the winch (303); controlling the winding and unwinding of the steel wire rope (306) through the winch (303); the hook (307) is fixed with the steel wire rope (306).
Preferably, the cross brace (103) is fixed with the truss upright stanchion (101) through a backing plate (106) by using a bolt (107).
Preferably, a switch box (309) is fixedly arranged on the truss upright rod (101).
The utility model provides a pair of be applied to abandon sediment overhead hoist of bored pile has following advantage:
the application provides a be applied to abandoning sediment overhead hoist of bored pile has convenient operation, the efficiency of construction is high, and truss rigidity and stability are strong, reduce drill way personnel and face limit working strength, advantages such as standardized construction and safety protection construction are effectual. Reduce site operation place usable floor area, avoid a large amount of prefabricated balancing weights, when effectively promoting site operation efficiency, also effectively improve on-the-spot safe standardized construction degree.
Drawings
Fig. 1 is a schematic perspective view of a waste slag hoisting device applied to a bored pile provided by the utility model;
fig. 2 is a schematic side view of the slag-discarding hoisting device applied to the bored pile according to the present invention;
fig. 3 is the utility model provides a pair of be applied to abandon sediment overhead hoist's of bored pile main view structure schematic diagram.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to further explain the present invention in detail. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
When abandoning sediment handling construction to excavation pile foundation, prior art operation is complicated, work load is big, the potential safety hazard is many, the problem that standardization level is low, the application provides a abandon sediment overhead hoist who is applied to excavation pile, can satisfy on-the-spot safety protection and standardized construction, remove the problem that the large tracts of land occupied the construction region from, this application fuses safety protection and standardized construction in hoisting frame device, utilize walking beam, the walking engine, the hoist engine, outside stake entrance to a cave fore, accomplish the dregs promotion through controlling the block terminal switch, the dregs shifts to the whole operation of abandoning the sediment outside the hole. Wherein, the walking beam is equipped with the stopper, prevents effectively that the walking engine from breaking away from the walking beam to cause walking handling units 300 such as walking engines to descend, guarantee to abandon the sediment and promote and safety when walking, braced frame 100 adopts the rectangle structure, and the efficiency of construction promotes more obviously than current triangle-shaped hoisting frame, and stability is higher. Therefore, the safety protection and standardization are integrated, and the standardization construction and the safety protection work are obviously improved.
Referring to fig. 1-3, the utility model provides a pair of be applied to abandon sediment overhead hoist of bored pile, include: the supporting frame 100, the walking beam unit 200 and the walking lifting unit 300;
the supporting frame 100 is a rectangular frame, the length and the width of the supporting frame respectively correspond to the length and the width of the pile hole, and the supporting frame 100 is fixedly arranged above the pile hole; the supporting frame 100 comprises four truss upright rods 101 which are vertically arranged and are arranged in a rectangular shape; the bottom of each truss upright rod 101 is fixed with a preformed hole around the pile foundation; the tops of two adjacent truss upright rods 101 are fixedly connected through a truss cross rod 102; the middle parts of two adjacent truss upright rods 101 are connected and reinforced through a cross brace 103; the truss upright rods 101 and the truss cross rods 102 are connected and reinforced through inclined struts 104; a safety protection net 105 is arranged around the lower part of the supporting frame 100; the wale 103 is fixed to the truss upright 101 by bolts 107 through a backing plate 106. The upper surface of the truss upright rod 101 is fixedly provided with a switch box 309.
The walking beam unit 200 includes a walking beam 201, a distribution beam 202, and a riding steel plate 203; the top of the supporting frame 100 is fixedly provided with a walking beam 201, and one end of the walking beam 201 extends out of the supporting frame 100 horizontally; three distribution beams 202 vertically crossed with the walking beams 201 are fixedly arranged at the top of the supporting frame 100; the intersection part of the walking beam 201 and the distribution beam 202 is reinforced by installing a riding steel plate 203;
the walking and lifting unit 300 comprises a walking engine 301, a walking engine walking wheel 302, a winch 303, a winch walking wheel 304, a steel wire rope reel 305, a steel wire rope 306, a lifting hook 307 and a limiter 308;
the end of the walking beam 201 extending horizontally from the supporting frame 100 is fixedly provided with a limiter 308;
the walking engine 301 is slidably mounted on the walking beam 201 through a walking engine walking wheel 302; the winch 303 is slidably arranged on the walking beam 201 through a winch walking wheel 304; moreover, the traveling engine 301 and the winch 303 are fixed, and when the traveling engine 301 travels along the traveling beam 201, the winch 303 is driven to travel along the traveling beam 201 synchronously; a steel wire rope reel 305 is fixedly installed outside the winch 303, one end of a steel wire rope 306 is connected with the winch 303, and the other end of the steel wire rope 306 is wound on the steel wire rope reel 305 and then fixed outside the winch 303; the winding and unwinding of the steel wire rope 306 are controlled through the winch 303; the hook 307 is fixed to the wire rope 306.
In practical application, the truss upright stanchion 101 is a square steel upright stanchion; the walking beam 201 is an I-shaped steel walking beam; the distribution beam 202 is an I-steel distribution beam; the diagonal brace 104 is a square steel diagonal brace.
This sediment overhead hoist is abandoned to bored pile has convenient operation, the efficiency of construction is high, and truss rigidity and stability are strong, reduce drill way personnel and face limit working strength, advantages such as standardized construction and safety protection construction are effectual. Reduce site operation place usable floor area, avoid a large amount of prefabricated balancing weights for whole hole digging work progress link is compact, the construction is high-efficient, and safe standardization degree is high.
The utility model provides a pair of be applied to abandon sediment overhead hoist of bored pile, its installation and work flow:
1) four truss upright stanchion preformed holes are reserved during the construction of a pile foundation or an anti-slide pile locking opening, and after the construction of a lock hole and a first section of retaining wall is completed, the supporting frame 100 is installed.
2) After the support frame 100 is installed, the distribution beam, the traveling engine, and the hoist are installed.
3) And (4) mounting a riding steel plate, preventing the walking beam from falling off, and checking and mounting a slag bucket and an anti-unhooking facility.
4) And installing a protective net and an identification label.
5) And (5) switching on the site for power distribution as required, and performing pile foundation excavation construction.
6) The travelling engine drives the winch to travel on the travelling beam to a position right above the center of the pile foundation, then the winch 303 is operated to extend the steel wire rope, the slag bucket hooked by the hook 307 is put into the hole, and the slag bucket is filled with slag soil to ensure that the slag soil does not overflow the slag bucket; then, the winch is reversely operated to lift the slag bucket.
7) After the slag bucket is lifted out of the hole opening, the walking engine is controlled to walk along the walking beam, so that the slag bucket is brought to a slag-discarding position outside the hole to discard slag, and the operation is repeated.
According to verification, a hole digging construction method is adopted, and the waste slag lifting device is adopted to assist pile foundation excavation construction according to the actual situation and the standardized construction requirements of civilization on site. According to the actual working conditions on site, the safe and efficient hoisting construction of the waste slag of the pile foundation can be ensured on the premise of ensuring the limited working surface of the platform in the mountainous area. The device has improved abandon the sediment and has promoted handling efficiency, has reduced constructor's the limit operation risk that faces simultaneously, has avoided the drill way to face huge work load such as limit unloading, hoist and mount, improves downthehole operation personnel safety guarantee, easy operation, construction convenience, working strength are low, and the ann is torn the facility open. The short plates with low efficiency, low safety and complicated and huge workload of the traditional abandoned slag transportation equipment are made up, so that the construction is simpler, the operation is more convenient and faster, and the method has good popularization value.
Consequently, the application provides a be applied to abandon sediment overhead hoist of bored pile has convenient operation, the efficiency of construction is high, and truss rigidity and stability are strong, reduce drill way personnel and face limit working strength, advantages such as standardized construction and safety protection construction are effectual. Reduce site operation place usable floor area, avoid a large amount of prefabricated balancing weights, when effectively promoting site operation efficiency, also effectively improve on-the-spot safe standardized construction degree.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations should also be viewed as the protection scope of the present invention.
Claims (3)
1. The utility model provides a be applied to abandon sediment overhead hoist of bored pile which characterized in that includes: the walking beam unit comprises a supporting frame (100), a walking beam unit (200) and a walking lifting unit (300);
the supporting frame (100) is a rectangular frame, the length and the width of the supporting frame respectively correspond to the length and the width of the pile hole, and the supporting frame (100) is fixedly arranged above the pile hole; the supporting frame (100) comprises four truss upright rods (101) which are vertically arranged and are arranged in a rectangular shape; the bottom of each truss upright stanchion (101) is fixed with a preformed hole around the pile foundation; the tops of two adjacent truss upright rods (101) are fixedly connected through a truss cross rod (102); the middle parts of two adjacent truss upright rods (101) are connected and reinforced through a cross brace (103); the truss upright rods (101) and the truss cross rods (102) are connected and reinforced through inclined struts (104); a safety protection net (105) is arranged around the lower part of the supporting frame (100);
the walking beam unit (200) comprises a walking beam (201), a distribution beam (202) and a riding steel plate (203); the top of the supporting frame (100) is fixedly provided with the walking beam (201), and one end of the walking beam (201) extends out of the supporting frame (100) horizontally; fixedly mounting three distribution beams (202) which are vertically crossed with the walking beam (201) on the top of the supporting frame (100); the intersection part of the walking beam (201) and the distribution beam (202) is reinforced by installing the riding steel plate (203);
the walking and lifting unit (300) comprises a walking engine (301), a walking engine walking wheel (302), a winch (303), a winch walking wheel (304), a steel wire rope reel (305), a steel wire rope (306), a lifting hook (307) and a stopper (308);
the tail end of the walking beam (201) extending out of the supporting frame (100) horizontally is fixedly provided with the stopper (308);
the walking engine (301) is slidably mounted on the walking beam (201) through the walking engine walking wheel (302); the winch (303) is arranged on the walking beam (201) in a sliding mode through the winch walking wheel (304); the traveling engine (301) and the winch (303) are fixed, and when the traveling engine (301) travels along the traveling beam (201), the winch (303) is driven to travel along the traveling beam (201) synchronously; the steel wire rope winding drum (305) is fixedly installed outside the winch (303), one end of the steel wire rope (306) is connected with the winch (303), and the other end of the steel wire rope (306) is wound on the steel wire rope winding drum (305) and then fixed outside the winch (303); controlling the winding and unwinding of the steel wire rope (306) through the winch (303); the hook (307) is fixed with the steel wire rope (306).
2. The slag abandoning and lifting device applied to the bored pile as recited in claim 1, wherein the wales (103) are fixed with the truss vertical rods (101) through tie plates (106) by bolts (107).
3. The slag abandoning and lifting device applied to the bored pile is characterized in that a switch box (309) is fixedly arranged on the truss upright rod (101).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021338248.6U CN212559191U (en) | 2020-07-09 | 2020-07-09 | Be applied to abandon sediment overhead hoist of digging pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021338248.6U CN212559191U (en) | 2020-07-09 | 2020-07-09 | Be applied to abandon sediment overhead hoist of digging pile |
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| Publication Number | Publication Date |
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| CN212559191U true CN212559191U (en) | 2021-02-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021338248.6U Active CN212559191U (en) | 2020-07-09 | 2020-07-09 | Be applied to abandon sediment overhead hoist of digging pile |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113845015A (en) * | 2021-09-05 | 2021-12-28 | 中建三局第一建设工程有限责任公司 | Earthwork hoisting system and method for foundation pit bottom manual hole digging pile |
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2020
- 2020-07-09 CN CN202021338248.6U patent/CN212559191U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113845015A (en) * | 2021-09-05 | 2021-12-28 | 中建三局第一建设工程有限责任公司 | Earthwork hoisting system and method for foundation pit bottom manual hole digging pile |
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