CN218116438U

CN218116438U - Gravel pile construction platform for peat soil foundation

Info

Publication number: CN218116438U
Application number: CN202221418788.4U
Authority: CN
Inventors: 林育芳; 陈文曦; 林斌
Original assignee: Fujian Chuang Sheng Construction Co ltd
Current assignee: Fujian Chuang Sheng Construction Co ltd
Priority date: 2022-06-08
Filing date: 2022-06-08
Publication date: 2022-12-23
Anticipated expiration: 2032-06-08

Abstract

The utility model relates to a rubble pile construction technical field, a rubble pile construction platform for peat soil foundation is proposed, its mode that adopts laying walking track system realizes supporting the supplementary of rubble stake machine and advancing, walking track system's laying is along with the construction of rubble stake machine and is demolishd in step and lay, the walking track system who demolishs and the walking track system of laying can switch between the two, walking track system's utilization ratio is higher, it is comparatively practical, including the rubble stake machine, switch track system and a plurality of walking track system, walking track system includes a plurality of sleepers, install preceding track and back track on a plurality of sleepers, the rotation base is installed to the bottom of rubble stake machine, two rail wheels are all installed at both ends around the rotation base, it includes the circular orbit to switch track system, fixedly connected with backup pad and support the down tube in the circular orbit, backup pad fixed connection is at the left end of rubble stake machine, support the right-hand member of down tube fixed connection at the rubble stake machine.

Description

Gravel pile construction platform for peat soil foundation

Technical Field

The utility model relates to a gravel pile construction technical field, concretely relates to gravel pile construction platform for peat soil foundation.

Background

As is well known, along with the prosperity of the current society, more and more expressways are built, and in order to guarantee the stability of roadbed structure in the expressway building process, gravel piles are usually laid, and because the different requirements on gravel pile machines of land structure are different in the gravel pile laying process, the gravel pile construction platform for the peat soil foundation is provided for the normal use of the gravel pile machines.

Through the retrieval, the chinese utility model patent of publication No. CN110904947A, that 3.24.2020 discloses an automatic muscle gravel pile construction machines based on big dipper location, its approximate description does, including gravel pile machine and belt conveyor, gravel pile machine and belt conveyor pass through hydraulic jack and link to each other, the both ends of each hydraulic jack link to each other with gravel pile machine bottom and belt conveyor bottom respectively, belt conveyor includes lift system and folding system, folding system is located the front end of belt conveyor, including scalable conveyer belt, horizontal telescopic link, laser displacement meter, scalable baffle and high definition digtal camera, horizontal telescopic link links to each other with scalable baffle, can follow the removal of horizontal freedom, lift system includes vertical lifter and hydraulic jack, vertical lifter both ends link to each other with belt conveyor bottom and hydraulic jack top respectively, it adopts automatic muscle gravel pile construction machines, the work load that has been reduced artifical, the construction process has been simplified, can accomplish just through the control cabinet the process such as the location of gravel pile, punch, the efficiency has been improved, the construction quality has been guaranteed to add the construction cost reduction.

Although the above prior art scheme can implement gravel pile construction, when the construction is performed on a peat soil foundation, the construction is inconvenient because the gravel pile machine sinks due to self gravity in the construction process because the peat soil foundation is soft.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The utility model provides a be not enough to prior art, the utility model provides a gravel pile construction platform for peat soil foundation, its mode that adopts to lay walking track system realizes with marcing to the auxiliary stay of gravel pile machine to walking track system's laying is along with the construction of gravel pile machine and is demolishd in step and lay, and the walking track system who demolishs simultaneously can switch over between the two with the walking track system who lays, and walking track system's utilization ratio is higher, and is comparatively practical.

(II) technical scheme

In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a peat soil is gravel pile construction platform for ground, includes the rubble stake machine, still includes switching track system and a plurality of walking track system, walking track system includes a plurality of sleepers, and is a plurality of track and back track before installing on the sleeper, the rotation base is installed to the bottom of rubble stake machine, rotate the base around both ends and all install two rail wheels, switching track system includes the circular orbit, fixedly connected with backup pad and support down tube in the circular orbit, backup pad fixed connection is in the left end of rubble stake machine, support the down tube fixed connection be in the right-hand member of rubble stake machine, and the circular orbit risees gradually from a left side to the right side, and sliding connection has the balladeur train on the circular orbit, install the power structure that is used for the balladeur train to drive regulation for the circular orbit on the balladeur train, it is connected with the crane to rotate on the balladeur train, install hydraulic telescoping rod between gruideur train and the balladeur train, sliding connection has the crane, and installs the hydraulic pressure adjusting rod that is used for lift adjustment on the gruideur train, upward rotating connection has clamping component, install two hydraulic pressure between clamping component and the crane.

On the basis of aforementioned scheme, clamping unit includes the clamping frame, the clamping frame with the crane rotates to be connected, two hydraulic drive pole all with the clamping frame rotates to be connected, sliding connection has two carriages in the clamping frame, and electronic adjusting lever, two are all installed at both ends around the clamping frame the drive that electronic adjusting lever is used for two carriages respectively, the telescopic link of electronic adjusting lever passes the clamping frame and is connected with the carriage, two the one end that the carriage is close to each other all be provided with respectively with the constant head tank that preceding track matches and back track matches.

On the basis of the scheme, the power structure preferably comprises a torque motor and a driving wheel, the torque motor is mounted on the sliding frame, the driving wheel is mounted on an output shaft of the torque motor, and a groove matched with the annular track is formed in the driving wheel.

Further on the basis of the scheme, fixedly connected with mounting bracket on the balladeur train, sliding connection has the mount table about the mounting bracket, install a plurality of extension springs between mount table and the mounting bracket, torque motor installs the bottom of mount table.

Still further on the basis of aforementioned scheme, fixedly connected with rotates ear and fixed ear on the balladeur train, left groove has been seted up on the grudging post, fixed ear rotates to be connected left side inslot, hydraulic telescoping rod's stiff end rotates to be installed in rotating the ear, hydraulic telescoping rod's telescopic link passes through the axis of rotation and rotates to be connected left side inslot.

On the basis of the scheme, the lifting frame is of a semi-surrounding structure, and the vertical frame is located in the semi-surrounding structure of the lifting frame.

Further as the above scheme, the right end of the lifting frame is fixedly connected with an installation lug, and the clamping frame is rotatably connected to the installation lug.

As a still further improvement of the above scheme, the front rail and the sleeper and the rear rail and the sleeper are connected by a plurality of pressing plates.

As a further improvement of the above solution, the left and right ends of the plurality of front rails and the left and right ends of the plurality of rear rails are provided with connecting and assembling bar holes.

As a further aspect of the above aspect, the sleeper is made of a low-density and non-absorbent material.

(III) advantageous effects

Compared with the prior art, the utility model provides a garrulous stone pile construction platform for peat soil ground possesses following beneficial effect:

1. the utility model discloses in, through the design of walking track system, be convenient for form the track of rubble stake machine walking, the mode that adopts the walking track system of laying realizes with advancing to the auxiliary stay of rubble stake machine, improves the stability of advancing of rubble stake machine, reduces sinking that the soil property of the peat ground of bearing surface produced because of in the rubble stake machine work progress is soft, guarantees that the stability of construction goes on.

2. The utility model discloses in, through clamping assembly's design, the walking rail system's of being convenient for realize the mutual switching clamp tightly with mention to the construction that is convenient for walking rail system follows the rubble stake machine is laid and is demolishd in step and lay.

3. The utility model discloses in, through switching track system's design, the walking track system of being convenient for to demolish and the switching between the two of the walking track system of laying, walking track system's utilization ratio is higher, comparatively practical.

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 the overall rear side view of the present invention;

fig. 4 is a schematic view of a partial enlarged structure at B in fig. 3 according to the present invention;

fig. 5 is a schematic diagram of a partial enlarged structure at C in fig. 3 according to the present invention.

In the figure: 1. a stone crushing pile machine; 2. crossties; 3. a front rail; 4. a rear rail; 5. rotating the base; 6. a rail wheel; 7. an annular track; 8. a support plate; 9. supporting the diagonal rods; 10. a carriage; 11. erecting a frame; 12. a lifting frame; 13. a clamping frame; 14. a carriage; 15. positioning a groove; 16. a drive wheel; 17. a groove; 18. a mounting frame; 19. an installation table; 20. a tension spring; 21. rotating the lug; 22. fixing the ear; 23. a left groove; 24. a rotating shaft; 25. mounting lugs; 26. pressing a plate; 27. and connecting the assembly strip holes.

Detailed Description

Examples

Referring to fig. 1-5, a gravel pile construction platform for a peat soil foundation comprises a gravel pile machine 1, and further comprises a switching track system and a plurality of traveling track systems, wherein each traveling track system comprises a plurality of sleepers 2, the sleepers 2 are made of low-density and non-absorbent materials, the self weight of the sleepers 2 is reduced, the overall structural weight of the traveling track system is reduced, meanwhile, the increase of the self weight of the sleepers 2 caused by water absorption of the sleepers 2 in a laying place is avoided, and the lifting and transferring of the traveling track system are laborious, a front track 3 and a rear track 4 are arranged on the sleepers 2, the front track 3 and the sleepers 2 and the rear track 4 and the sleepers 2 are connected through a plurality of pressing plates 26, rotating base 5 is installed to the bottom of rubble stake machine 1, design through the walking track system, be convenient for form the track that rubble stake machine 1 walked, the mode that adopts the walking track system of laying realizes the auxiliary stay to rubble stake machine 1 and marchs, improve the stability of marcing of rubble stake machine 1, reduce sinking that produces because of the soft soil texture of the ground of holding surface in the rubble stake machine 1 work progress, guarantee that the stability of construction goes on, both ends and a plurality of back track 4 about both ends 3 all are provided with connection assembly strip hole 27, be convenient for a plurality of walking track system lay the back, it also is convenient for the connection between two adjacent back track 4 simultaneously to control the connection between two adjacent preceding track 3.

It should be further explained that two rail wheels 6 are installed at the front end and the rear end of the rotating base 5, the switching rail system includes an annular rail 7, a support plate 8 and a support diagonal rod 9 are fixedly connected in the annular rail 7, the support plate 8 is fixedly connected at the left end of the stone breaking pile machine 1, the support diagonal rod 9 is fixedly connected at the right end of the stone breaking pile machine 1, the annular rail 7 is gradually lifted from left to right, a carriage 10 is slidably connected on the annular rail 7, a power structure for driving and adjusting the carriage 10 relative to the annular rail 7 is installed on the carriage 10, the power structure includes a torque motor and a driving wheel 16, the torque motor is installed on the carriage 10, a mounting frame 18 is fixedly connected on the carriage 10, a mounting table 19 is slidably connected up and down on the mounting frame 18, and a plurality of tension springs 20 are installed between the mounting table 19 and the mounting frame 18, torque motor installs the bottom at mount table 19, be convenient for realize torque motor's the adjustment of mounting height, and then guarantee drive wheel 16 and circular orbit 7's laminating, drive wheel 16 installs on torque motor's output shaft, be provided with the recess 17 that matches with circular orbit 7 on the drive wheel 16, can drive the drive adjustment of balladeur train 10 on circular orbit 7, thereby can control the position of balladeur train 10 on circular orbit 7, it is connected with grudging post 11 to rotate on the balladeur train 10, install hydraulic telescoping rod between grudging post 11 and the balladeur train 10, fixedly connected with rotates ear 21 and fixed ear 22 on the balladeur train 10, left groove 23 has been seted up on the grudging post 11, fixed ear 22 rotates to be connected in left groove 23, hydraulic telescoping rod's stiff end rotates and installs in rotating ear 21, hydraulic telescoping rod's telescopic rod passes through axis of rotation 24 and rotates to be connected in left groove 23.

It should be further noted that, sliding connection has crane 12 on grudging post 11, crane 12 adopts the structure of partly enclosing, grudging post 11 is located the structure of partly enclosing of crane 12, install the hydraulic pressure regulation pole that is used for crane 12 lift adjustment on the grudging post 11, through the design of switching track system, the walking track system of being convenient for to demolish switches between the two with the walking track system of laying, walking track system's utilization ratio is higher, it is comparatively practical, it has clamping unit to rotate on crane 12, install two hydraulic drive poles between clamping unit and the crane 12, clamping unit includes clamping unit 13, clamping unit 13 rotates with crane 12 to be connected, crane 12's right-hand member fixedly connected with installation ear 25, clamping unit 13 rotates to be connected on installation ear 25, two hydraulic drive poles all rotate with clamping unit 13 to be connected, sliding connection has two carriages 14 in clamping unit 13, electric regulating rod is all installed at both ends around clamping unit 13, two electric regulating rod are used for the drive of two carriages 14 respectively, electric regulating rod's telescopic link passes clamping unit 13 and is connected with carriage 14, two carriages 14 are all provided with the one end that matches with preceding track 3 and back track 4 respectively, thereby the design of clamping unit is convenient for the walking of clamping unit and the mutual construction of the walking system of being convenient for demolishing is laid, thereby it lifts and the rubble and the synchronous walking system of the construction of the system of dismantling is convenient for lifting.

The hydraulic telescoping rod, the hydraulic pressure regulation pole, the hydraulic drive pole, electronic adjusting lever and torque motor in this embodiment are according to the conventional equipment that technical staff publicly knows in the field of use needs purchase on the market, and hydraulic telescoping rod, the hydraulic pressure regulation pole, hydraulic drive pole and hydraulic drive pole are supporting to have hydraulic system, electronic adjusting lever and torque motor are supporting to have power supply system, we only use it in this patent, and improve its structure and function, its settlement mode, mounting means and electric connection mode, to technical staff in the field, as long as carry out the debugging operation according to the requirement of its service specification can, no longer describe it herein.

In summary, the working process of the gravel pile construction platform for a peat soil foundation is that, when in use, the gravel pile construction platform for a peat soil foundation is firstly transported to a place required to be used, after the gravel pile machine 1 is transported to the place required to be used, at least two walking track systems are laid in advance, the gravel pile machine 1 is unloaded on a front track 3 and a rear track 4 in one laid walking track system, the track wheels 6 are provided with a vehicle body driving device, the vehicle body driving device can be a diesel engine combined with a gear transmission case, the gravel pile machine 1 is driven on the front track 3 and the rear track 4 through the rotation of gears, after the construction operation of one place is completed, the crane 12 can be controlled to slide down relative to the vertical frame 11, then the clamping frame 13 is controlled to rotate relative to the crane 12 to adjust, so as to realize the adjustment of the two gravel pile machines 14 relative to the walking track systems, clamping and lifting a traveling rail system of a constructed section, firstly controlling two sliding frames 14 to move in the clamping process, adjusting a front rail 3 and a rear rail 4 which need to move between the two sliding frames 14, then controlling an electric adjusting rod to enable the two sliding frames 14 to approach each other, finely adjusting the positions of the two sliding frames 14 along with the approach of the two sliding frames 14 to enable the front rail 3 and the rear rail 4 which need to move to respectively enter positioning grooves 15 on the two sliding frames 14, continuously controlling the two sliding frames 14 to approach each other until the clamping and positioning of the front rail 3 and the rear rail 4 which need to move are completed, then firstly controlling the clamping frame 13 to rotate to approach a lifting frame 12, then controlling the lifting frame 12 to lift relative to a vertical frame 11, finally driving a driving wheel 16 to rotate through a torque motor, and under the reaction action of friction between the driving wheel 16 and a circular rail 7, the movement of the sliding frame 10 on the annular rail 7 is realized, so that the transfer of a walking rail system needing to be moved is realized, after the walking rail system is transferred to the left end of the stone pile machine 1, the laying of the walking rail at a new construction position is finished, after the laying is finished, the laying of the lifted walking rail system is finished by moving the stone pile machine 1 into the new construction position, then the stone pile machine 1 is controlled to move to the newly laid walking rail system, and the construction is continued.

Claims

1. The utility model provides a gravel pile construction platform for peat soil foundation, includes gravel pile machine (1), its characterized in that still includes switching track system and a plurality of walking track system, walking track system includes a plurality of sleepers (2), and is a plurality of track (3) and back track (4) before installing on sleeper (2), rotation base (5) are installed to the bottom of gravel pile machine (1), rotate around base (5) both ends and all install two rail wheels (6), switch track system and include circular orbit (7), fixedly connected with backup pad (8) and support down tube (9) in circular orbit (7), backup pad (8) fixed connection be in the left end of gravel pile machine (1), support down tube (9) fixed connection be in the right-hand member of gravel pile machine (1), and circular orbit (7) rise gradually from a left side to the right side, and circular orbit (7) go up and be connected with balladeur train (10) on sliding frame (10), install on sliding frame (10) and be used for sliding frame (10) for the power structure of circular orbit (7) drive regulation, sliding frame (10) is connected with on sliding frame (11) and hydraulic pressure riser (11) are connected with riser (11) and riser (11), be used for on hydraulic pressure adjusting rod (11) and riser (11) are installed between riser (11) and riser (12), the lifting frame (12) is rotatably connected with a clamping assembly, and two hydraulic driving rods are installed between the clamping assembly and the lifting frame (12).

2. The peat soil is gravel pile construction platform for ground of claim 1, characterized in that, clamping unit includes clamping frame (13), clamping frame (13) with crane (12) rotate to be connected, two hydraulic drive pole all with clamping frame (13) rotate to be connected, sliding connection has two carriage (14) in clamping frame (13), and electronic adjusting lever, two are all installed at the front and back both ends of clamping frame (13) electronic adjusting lever is used for the drive of two carriage (14) respectively, electronic adjusting lever's telescopic link passes clamping frame (13) and is connected with carriage (14), two carriage (14) one end that is close to each other all be provided with respectively with preceding track (3) match with constant head tank (15) that back track (4) match.

3. A gravel pile construction platform for a peat soil foundation according to claim 2, characterized in that the power structure comprises a torque motor and a driving wheel (16), the torque motor is mounted on the carriage (10), the driving wheel (16) is mounted on the output shaft of the torque motor, and a groove (17) matching with the circular track (7) is provided on the driving wheel (16).

4. The gravel pile construction platform for the peat soil foundation according to claim 3, wherein the carriage (10) is fixedly connected with a mounting rack (18), the mounting rack (18) is vertically and slidably connected with a mounting table (19), a plurality of tension springs (20) are installed between the mounting table (19) and the mounting rack (18), and the torque motor is installed at the bottom end of the mounting table (19).

5. The peat soil is gravel pile construction platform for ground of claim 4, characterized in that, fixedly connected with rotates ear (21) and fixed ear (22) on balladeur train (10), left groove (23) has seted up on grudging post (11), fixed ear (22) rotate to be connected in left groove (23), hydraulic telescoping rod's stiff end rotates to be installed in rotating ear (21), hydraulic telescoping rod's telescopic link passes through axis of rotation (24) and rotates to be connected in left groove (23).

6. The gravel pile construction platform for a peat soil foundation according to claim 5, wherein the crane (12) adopts a semi-enclosed structure, and the stand (11) is located inside the semi-enclosed structure of the crane (12).

7. The gravel pile construction platform for a peat soil foundation as set forth in claim 6, characterized in that the right end of the lifting frame (12) is fixedly connected with a mounting ear (25), and the clamping frame (13) is rotatably connected on the mounting ear (25).

8. A gravel pile construction platform for a peat soil foundation according to claim 7, characterized in that the front rail (3) and the sleepers (2) and the rear rail (4) and the sleepers (2) are connected by a plurality of press plates (26).

9. The gravel pile construction platform for a peat soil foundation according to claim 8, wherein the left and right ends of the plurality of front rails (3) and the left and right ends of the plurality of rear rails (4) are provided with connecting assembly bar holes (27).

10. The peat soil foundation gravel pile construction platform of claim 9, wherein the sleepers (2) are made of a low-density and non-absorbent material.