CN217601428U

CN217601428U - A loading attachment, rubble stake machine for hammering immersed tube rubble stake

Info

Publication number: CN217601428U
Application number: CN202221039022.5U
Authority: CN
Inventors: 林育芳; 林斌; 陈文曦
Original assignee: Fujian Chuang Sheng Construction Co ltd
Current assignee: Fujian Chuang Sheng Construction Co ltd
Priority date: 2022-04-29
Filing date: 2022-04-29
Publication date: 2022-10-18
Anticipated expiration: 2032-04-29

Abstract

The utility model relates to a technical field is equipped in construction of hammering immersed tube gravel pile, a loading attachment for hammering immersed tube gravel pile is proposed, rubble stake machine, it is in the construction operation in-process of hammering pore-forming, it has the structure that is used for forming the support to the pore, downthehole soil is difficult for collapsing, bearing structure's height can be adjusted, use the flexibility better, it is comparatively convenient that the construction is adjusted, bearing structure demolishs comparatively easily after the construction, including hammering immersed tube gravel stake machine, install the ware that shakes on the hammering immersed tube gravel stake machine, still include lift ring subassembly and linkage protection wall subassembly, the lift ring subassembly is including erecting track and hydraulic stem, erect track fixed connection on hammering immersed tube gravel stake machine, and the hydraulic stem is installed on the hammering immersed tube gravel stake machine, sliding connection has the collar on the erecting track, the bottom of the telescopic link of hydraulic stem and the top fixed connection of collar, rotate on the collar and be connected with two sliding seats, linkage protection wall subassembly includes multistage left wall spare and multistage right wall spare.

Description

A loading attachment, rubble stake machine for hammering immersed tube rubble stake

Technical Field

The utility model relates to a technical field that construction of hammering immersed tube gravel pile was equipped, concretely relates to loading attachment, rubble stake machine for hammering immersed tube gravel pile.

Background

As is well known, in highway construction process, for guaranteeing the firm of foundation, can generally build rubble pile structure in the foundation, and in rubble pile work progress, can use loading attachment, the rubble stake machine that is used for hammering immersed tube rubble pile usually.

Through retrieval, 2020, 5.5.5.A, chinese utility model with publication number CN111101518A discloses a loading attachment, rubble stake machine and loading method for hammering immersed tube rubble stake, its general description is, including the conveyer, set up on hammering immersed tube rubble stake machine, the conveyer includes, the conveyer belt, the support member, feed bin and weighing equipment, weighing equipment sets up the lower port in feed bin, the initiating terminal of conveyer belt is set up to the below of feed bin, support member connects the conveyer belt, the support member is the flexible elevating gear that can drive the conveyer belt and carry out height control, when using, at first hammer the pore-forming, then weigh the material loading through feed bin and the weighing equipment that sets up port under feed bin, show the loading attachment and the functioning speed of hammering immersed tube rubble stake through the display control device, adjust the height and the position of the material loading of hammering immersed tube rubble stake through support member and conveyer belt at last.

Although the prior art scheme can be used for construction of hammering immersed tube gravel piles, the highway generally has wider crossing regions, so the related geographical conditions are more complex, and when the hammering pore-forming construction is carried out on the soil of a peat soil layer, the soil is easy to collapse in the process of not putting gravel because the soil is softer, so that the construction quality is difficult to ensure while the subsequent construction is difficult.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The utility model provides a not enough to prior art, the utility model provides a loading attachment, rubble stake machine for hammering immersed tube rubble stake, it is in the construction operation process of hammering pore-forming, and the supporting structure that is used for forming the support to the pore, downthehole soil is difficult for collapsing, and bearing structure's height can be adjusted simultaneously, uses the flexibility better to it is comparatively convenient to the construction is adjusted, and dismantling of bearing structure is comparatively easy after the construction.

(II) technical scheme

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a loading attachment, rubble stake machine for hammering immersed tube rubble stake, includes hammering immersed tube rubble stake machine, install the ware of shaking on the hammering immersed tube rubble stake machine, still include lift ring subassembly and linkage protection wall subassembly, the lift ring subassembly is including erecting track and hydraulic stem, erect track fixed connection and be in on the hammering immersed tube rubble stake machine, just the hydraulic stem is installed on the hammering immersed tube rubble stake machine, and sliding connection has the collar on the perpendicular track, the bottom of the telescopic link of hydraulic stem with the top fixed connection of collar rotates on the collar and is connected with two sliding seats, linkage protection wall subassembly includes multistage left wall spare and multistage right wall spare, on the multistage left wall spare and on the multistage right wall spare all be provided with the track groove that the sliding seat matches, set up to have a plurality of left locating pins between the adjacent two-stage left wall spare in the multistage left wall spare, be provided with a plurality of right locating pins between the adjacent two right wall spares on the multistage right wall spare, be located and be provided with two synchronizing link plates between the left wall spare of same level, shake and be provided with the link plate that matches on the ware.

On the basis of the scheme, two inner circular head grooves are symmetrically formed in the mounting ring in the left-right direction, connecting shafts are fixedly connected in the inner circular head grooves, connecting holes are formed in the two sliding seats, and the two connecting shafts are rotatably connected in the two connecting holes respectively.

On the basis of the scheme, the two synchronous grooves are formed in the top end of the left wall piece and the top end of the right wall piece, and connecting blocks matched with the synchronous grooves are arranged at the two ends of the synchronous rod.

On the basis of the scheme, the bottom end of a left wall part close to the upper side in the adjacent two-stage left wall part is fixedly connected with the top end of the left positioning pin, the top end of a left wall part close to the lower side in the adjacent two-stage left wall part is provided with a left positioning hole matched with the left positioning pin, the bottom end of a one-stage right wall part close to the upper side in the adjacent two-stage right wall part is fixedly connected with the top end of the right positioning pin, the top end of a one-stage right wall part close to the lower side in the adjacent two-stage right wall part is provided with a left positioning hole matched with the right positioning pin, and the left wall part and the right wall part are both in threaded connection with compression bolts.

On the basis of the scheme, the two sliding seats are provided with two symmetrical grooves, and two track strips matched with the symmetrical grooves are fixedly connected in the track grooves.

On the basis of the scheme, one end of each sliding seat, which is far away from each other, is rotatably connected with an auxiliary operating ring.

As the scheme is further, a rotating bottom platform is installed at the bottom end of the hammering immersed tube gravel pile machine.

As a further improvement of the above scheme, the bottom ends of the two vertical rails are fixedly connected with a limiting plate.

(III) advantageous effects

Compared with the prior art, the utility model provides a loading attachment, rubble stake machine for hammering immersed tube rubble stake possesses following beneficial effect:

1. the utility model discloses in, through the cooperation of multistage left wall spare and a plurality of right wall spare, be convenient for form the structure of support to the inner wall in the hole that forms among the construction operation process of hammering pore-forming, downthehole soil is difficult for collapsing.

2. The utility model discloses in, through the outfit of left locating pin and right locating pin, be convenient for realize interconnect and realize interconnect between the multistage right wall spare between the multistage left wall spare, through the design of synchronizing bar, be convenient for realize being located interconnect between same horizontal position's left wall spare and the right wall spare, make the supporting structure's that multistage left wall spare and a plurality of right wall spare cooperation formed highly can adjust, use the flexibility better.

3. The utility model discloses in, through the design of lift ring subassembly, can form the guide to entering downthehole multistage left wall spare and multistage right wall spare, it is comparatively convenient that the construction is adjusted, demolishs of bearing structure behind the construction comparatively easily.

Drawings

FIG. 1 is a schematic view of the overall three-dimensional structure of the present invention;

FIG. 2 is a schematic view of a portion of the enlarged structure of FIG. 1;

FIG. 3 is a schematic view of a portion of the enlarged structure of FIG. 1 at B according to the present invention;

FIG. 4 is a schematic view of the three-dimensional structure of the mounting ring, the sliding seat, the left wall member, etc. of the present invention;

fig. 5 is a schematic view of the three-dimensional structure of the mounting ring and the connecting shaft of the present invention.

In the figure: 1. hammering the immersed tube gravel pile machine; 2. a vibroflotation device; 3. a vertical rail; 4. a mounting ring; 5. a sliding seat; 6. a left wall member; 7. a right wall member; 8. a left locating pin; 9. a right locating pin; 10. a synchronization rod; 11. hanging plates; 12. a connecting shaft; 13. connecting blocks; 14. a hold-down bolt; 15. a track bar; 16. an auxiliary operating ring; 17. rotating the base platform; 18. and a limiting plate.

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 without creative efforts all belong to the protection scope of the present invention.

Examples

Referring to fig. 1-5, a loading device and a gravel pile machine for hammering immersed tube gravel piles comprises a hammering immersed tube gravel pile machine 1, wherein a rotary base platform 17 is installed at the bottom end of the hammering immersed tube gravel pile machine 1, a vibroflot 2 is installed on the hammering immersed tube gravel pile machine 1, the loading device further comprises a lifting ring assembly and a linkage protection wall assembly, the lifting ring assembly comprises a vertical rail 3 and a hydraulic rod, the vertical rail 3 is fixedly connected to the hammering immersed tube gravel pile machine 1, the hydraulic rod is installed on the hammering immersed tube gravel pile machine 1, a mounting ring 4 is slidably connected to the vertical rail 3, two limiting plates 18 are fixedly connected to the bottom ends of the vertical rails 3, the limiting plates 18 are used for limiting the extreme falling positions, the mounting ring 4 is prevented from sliding off on the vertical rail 3, the bottom ends of telescopic rods of the hydraulic rod are fixedly connected to the top ends of the mounting ring 4, and two sliding seats 5 are rotatably connected to the mounting ring 4, two inner circular head grooves are symmetrically formed in the mounting ring 4 in the left and right direction, connecting shafts 12 are fixedly connected in the two inner circular head grooves, connecting holes are formed in the two sliding seats 5, the two connecting shafts 12 are respectively and rotatably connected in the two connecting holes, through the design of a lifting ring assembly, the multistage left wall parts 6 and the multistage right wall parts 7 entering the holes can be guided, construction adjustment is convenient, the support structure after construction is easy to remove, the ends, far away from each other, of the two sliding seats 5 are respectively and rotatably connected with auxiliary operating rings 16, the adjustment operation of the sliding seats 5 is convenient, the linkage protective wall assembly comprises the multistage left wall parts 6 and the multistage right wall parts 7, and through the matching of the multistage left wall parts 6 and the plurality of right wall parts 7, the inner wall of the hole formed in the construction operation process of hole hammering is convenient to form a supporting structure, the soil in the hole is not easy to collapse.

It should be further noted that, track grooves matching with the sliding seats 5 are provided on the multistage left wall member 6 and the multistage right wall member 7, two symmetrical grooves are provided on the two sliding seats 5, two track bars 15 matching with the symmetrical grooves are fixedly connected in the track grooves, a plurality of left positioning pins 8 are provided between the adjacent two stages of left wall members 6 in the multistage left wall member 6, a plurality of right positioning pins 9 are provided between the adjacent two right wall members 7 on the multistage right wall member 7, the bottom end of one left wall member 6 close to the upper side in the adjacent two stages of left wall members 6 is fixedly connected with the top end of the left positioning pin 8, the top end of one left wall member 6 close to the lower side in the adjacent two stages of left wall members 6 is provided with a left positioning hole matching with the left positioning pin 8, the bottom end of one right wall member 7 close to the upper side in the adjacent two stages of right wall members 7 is fixedly connected with the top end of the right positioning pin 9, the top end of one-level right wall part 7 close to the lower side in two adjacent levels of right wall parts 7 is provided with a left positioning hole matched with the right positioning pin 9, the left wall part 6 and the right wall part 7 are both in threaded connection with a pressing bolt 14, the left positioning pin 8 and the right positioning pin 9 are equipped to facilitate the mutual connection of the multi-level left wall parts 6 and the mutual connection of the multi-level right wall parts 7, two synchronizing rods 10 are arranged between the left wall part 6 and the right wall part 7 at the same horizontal height, two synchronizing grooves are respectively arranged at the top end of the left wall part 6 and the top end of the right wall part 7, connecting blocks 13 matched with the synchronizing grooves are respectively arranged at the two ends of the synchronizing rods 10, and the mutual connection between the left wall part 6 and the right wall part 7 at the same horizontal position is facilitated through the design of the synchronizing rods 10, make multistage left wall spare 6 and the supporting structure that a plurality of right wall spare 7 cooperation formed highly can adjust, use the flexibility better, be provided with link plate 11 with synchronizing bar 10 matching on the vibroflotation device 2.

The hydraulic rod in the embodiment is conventional equipment purchased on the market and known by technical personnel in the field, and can be customized according to actual needs, in the patent, the hydraulic rod is only used, the structure and the function of the hydraulic rod are not improved, the setting mode, the installation mode and the electric connection mode are adopted, for the technical personnel in the field, only debugging operation is carried out according to the requirements of the use specification, the hydraulic rod is not described any more herein, the hammering immersed tube gravel pile machine 1 is provided with a power control system matched with the hammering immersed tube gravel pile machine, the power control system comprises a hydraulic pump and a hydraulic oil tank, the hydraulic pump and the hydraulic rod are communicated through a pipeline system, and the extension and the shortening of the hydraulic rod can be controlled through the work of the hydraulic pump.

In summary, the working process of the feeding device and the gravel pile machine for hammering the immersed tube gravel pile comprises the steps of driving the feeding device and the gravel pile machine for hammering the immersed tube gravel pile to a place required to be used, erecting the vibroflot 2 according to the use requirement, then performing pore-forming construction operation through the vibroflot 2, connecting and forming the multistage left wall parts 6 and the multistage right wall parts 7 in the working process, connecting and forming the multistage left wall parts 6 and the multistage right wall parts 7, clamping the synchronizing rod 10 into the synchronizing groove on the left wall part 6 and the synchronizing groove on the right wall part 7 at the same horizontal height in each upward connection step, make and form supporting construction between left wall spare 6 and the right wall spare 7, in-process that constantly down punches when vibroflotation device 2, the linkage protection wall subassembly moves down along with constantly advancing of the operation of punching, realize the auxiliary stay to the inside wall in hole, the in-process of constantly filling the rubble to downthehole after the construction is accomplished, link plate 11 on vibroflotation device 2 is constantly proposing left wall spare 6 and right wall spare 7 through hanging of synchronizing bar 10, constantly proposing along with left wall spare 6 and right wall spare 7, it can to demolish left wall spare 6 and right wall spare 7 that expose the hole completely gradually, until vibroflotation device 2 withdraws from the hole completely, left wall spare 6 and right wall spare 7 also withdraw from the hole completely this moment, accomplish the construction operation of rubble pile.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. A feeding device and a gravel pile machine for hammering a pipe-sinking gravel pile comprise a hammering pipe-sinking gravel pile machine (1), the hammering immersed tube gravel pile machine (1) is provided with a vibroflot (2), it is characterized by also comprising a lifting ring component and a linkage protective wall component, wherein the lifting ring component comprises a vertical rail (3) and a hydraulic rod, the vertical track (3) is fixedly connected on the hammering immersed tube gravel pile machine (1), the hydraulic rod is arranged on the hammering immersed tube gravel pile machine (1), the vertical track (3) is connected with a mounting ring (4) in a sliding way, the bottom end of a telescopic rod of the hydraulic rod is fixedly connected with the top end of the mounting ring (4), the mounting ring (4) is rotatably connected with two sliding seats (5), the linkage protective wall component comprises a plurality of left wall parts (6) and a plurality of right wall parts (7), rail grooves matched with the sliding seats (5) are respectively arranged on the left wall parts (6) and the right wall parts (7), a plurality of left positioning pins (8) are arranged between two adjacent left wall parts (6) in the left wall parts (6), a plurality of right positioning pins (9) are arranged between two adjacent right wall parts (7) on the right wall parts (7), two synchronizing rods (10) are arranged between the left wall parts (6) and the right wall parts (7) at the same horizontal height, and a hanging plate (11) matched with the synchronizing rod (10) is arranged on the vibroflotation device (2).

2. The feeding device and the gravel pile machine for hammering the immersed tube gravel pile as claimed in claim 1, wherein two inner circular head grooves are symmetrically formed in the mounting ring (4) from left to right, connecting shafts (12) are fixedly connected in the two inner circular head grooves, connecting holes are formed in the two sliding seats (5), and the two connecting shafts (12) are rotatably connected in the two connecting holes respectively.

3. The feeding device and the gravel pile machine for hammering the immersed tube gravel pile as claimed in claim 2, wherein two synchronous grooves are formed in the top end of the left wall member (6) and the top end of the right wall member (7), and connecting blocks (13) matched with the synchronous grooves are arranged at two ends of the synchronous rod (10).

4. A feeding device and a gravel pile machine for hammering immersed tube gravel pile according to claim 3, wherein the bottom end of one left wall member (6) close to the upper side in adjacent two stages of left wall members (6) is fixedly connected with the top end of the left positioning pin (8), the top end of one left wall member (6) close to the lower side in adjacent two stages of left wall members (6) is provided with a left positioning hole matched with the left positioning pin (8), the bottom end of one right wall member (7) close to the upper side in adjacent two stages of right wall members (7) is fixedly connected with the top end of the right positioning pin (9), the top end of one right wall member (7) close to the lower side in adjacent two stages of right wall members (7) is provided with a left positioning hole matched with the right positioning pin (9), and the left wall member (6) and the right wall member (7) are both in threaded connection with a compression bolt (14).

5. A feeding device and a gravel pile machine for hammering a pipe sinking gravel pile as claimed in claim 4, wherein two symmetrical grooves are arranged on each of the two sliding seats (5), and two track strips (15) matched with the symmetrical grooves are fixedly connected in the track grooves.

6. A loading device and a gravel pile machine for hammering a pipe-sinking gravel pile according to claim 5, wherein the ends of the two sliding seats (5) far away from each other are rotatably connected with auxiliary operating rings (16).

7. A loading device and a gravel pile machine for hammering a pipe-sinking gravel pile as claimed in claim 6, wherein a rotary bottom platform (17) is installed at the bottom end of the pipe-sinking gravel pile machine (1).

8. A feeding device and a gravel pile machine for hammering a pipe-sinking gravel pile as claimed in claim 7, wherein the bottom ends of the two vertical rails (3) are fixedly connected with limiting plates (18).