CN220768012U

CN220768012U - Water-gas co-injection vibroflotation pile machine equipment

Info

Publication number: CN220768012U
Application number: CN202322319991.7U
Authority: CN
Inventors: 白荟铭
Original assignee: Xi'an Zhenchong Machinery Equipment Co ltd
Current assignee: Xi'an Zhenchong Machinery Equipment Co ltd
Priority date: 2023-08-29
Filing date: 2023-08-29
Publication date: 2024-04-12
Anticipated expiration: 2033-08-29

Abstract

The utility model discloses a vibroflotation pile machine device for co-injection of water and gas, which belongs to the technical field of vibroflotation pile machines and comprises a vibroflotation pile machine body and a guide rod which is arranged on the vibroflotation pile machine body and vertically inserted into the ground, wherein an periclase component for gathering filler is arranged at the position where the guide rod is inserted into the ground, and comprises two first baffle plates, second baffle plates and third baffle plates; the upper surface of the third baffle is an inclined surface, and the distance between the inclined surface and the guide rod is gradually reduced along the direction from the third baffle to the guide rod; and the second baffle plate, the third baffle plate and the first baffle plate are encircled to form an periclase cavity. According to the utility model, the first baffle, the second baffle and the third baffle form the surrounding stone cavity for limiting the filler, so that the diffusion range of the filler can be limited, the condition that the construction ground is fully paved with broken stone filler and the like to waste the filler can be avoided, forklift resources are saved, and the cable towed on the ground by the vibroflotation pile machine can be protected.

Description

Water-gas co-injection vibroflotation pile machine equipment

Technical Field

The utility model belongs to the technical field of vibroflotation pile machines, and particularly relates to a vibroflotation pile machine device for co-injection of water and gas.

Background

The vibroflotation pile is suitable for vibroflotation method pore-forming, and is formed by using a vibroflotation device with the power of 30-150 kW and matching with high-pressure water jet or high-pressure air in a soft foundation. Specifically, it is: sand, crushed stone, clay, etc. are pressed into holes or cracks in those cracks with oversized pores by means of vibration, and are combined with the soil around the foundation to form new ones. The vibroflotation pile machine is mechanical equipment for forming vibroflotation piles.

At present, in the process of forming piles by using holes, a forklift and the like are utilized to pour fillers (usually using crushed stones) at the insertion positions of a guide rod of the vibroflotation pile machine and the ground, and then the fillers are enabled to enter the insertion holes formed in the ground by using vibration of a vibroflotation device at the bottom end of the guide rod, so that the problems in the process are as follows: a large amount of fillers are piled up at the opening position of a jack formed in the ground by the guide rod, a part of fillers enter the jack in the vibration process of the vibrator, but the other part of fillers are gradually paved on the ground due to the vibration of the vibrator, the fillers paved on the ground are required to be filled into the jack, a forklift and the like are required to be used for re-scooping the paved fillers and then poured at the opening position of the jack, forklift resources are wasted, and meanwhile, a large amount of broken stone fillers are paved on the ground, so that not only is the waste of resources caused, but also the broken stone can cut cables towed on the ground by the vibration pile machine.

Disclosure of Invention

The utility model aims at: in order to solve the problems in the background technology, the vibroflotation pile machine equipment for co-injection of water and gas is provided.

In order to achieve the above purpose, the present utility model adopts the following technical scheme:

the utility model provides a shake towards stake machine equipment of aqueous vapor co-injection, includes shake towards stake machine body and sets up on this shake towards stake machine body and vertical guide arm of inserting ground, the guide arm is provided with the periclase subassembly that is used for gathering up the filler with the position of ground grafting, and this periclase subassembly includes:

two baffle I are vertically arranged;

the first baffle plate is fixed at two ends of the second baffle plate respectively; and

the third baffle is fixed at one end, far away from the second baffle, of the two first baffles, the upper surface of the third baffle is an inclined surface, and the distance between the inclined surface and the guide rod is gradually reduced along the direction from the third baffle to the guide rod; and the second baffle plate, the third baffle plate and the first baffle plate are encircled to form an periclase cavity.

As a further description of the above technical solution: the surrounding stone cavity for limiting the filler is formed by the first baffle, the second baffle and the third baffle, the diffusion range of the filler can be limited, on one hand, the condition that the construction ground is fully paved with gravel filler and the like is avoided, the forklift resource is saved, on the other hand, the cable towed on the ground by the vibroflotation pile machine can be protected, the cable is prevented from being damaged by the cut of the gravel filler, and meanwhile, the filler can be quickly accumulated to the opening position of the jack formed in the ground by the guide rod under the action of gravity by the inclined plane, so that the filler can be conveniently guided to quickly enter the jack.

The side surfaces of the first baffle plate and the second baffle plate, which are far away from the guide rod, are respectively fixed with vertical ribs, and one side of the third baffle plate, which is far away from the guide rod, is fixed with a plurality of inclined ribs.

The bottom end of the vertical rib is fixed with a ground inserting cone, and the cross section of the ground inserting cone is gradually reduced along the vertical downward direction.

And a plurality of connecting ribs perpendicular to the inclined ribs are fixed on the inclined ribs, vertical supporting legs are fixedly connected to the bottoms of the connecting ribs, and bottom plates are fixed at the bottom ends of the supporting legs.

The top of enclosing stone subassembly is provided with the clamping assembly who is used for pressing from both sides tight guide arm, clamping assembly includes two arc splint and fixes connecting rod one and connecting rod two at arc splint both ends respectively, one end of connecting rod one is passed through the vertical axis and is connected with one of them baffle one rotation, two connecting rod two tighten up through the threaded rod, makes two arc splint press from both sides tightly on the guide arm.

As a further description of the above technical solution: through the clamping assembly who sets up, when needs remove on the periscope subassembly, can utilize two arc splint to press from both sides tight guide arm for the periscope subassembly can direct fixed connection to the guide arm on, when the guide arm risees like this, the periscope subassembly also can follow the guide arm together and rise, then can utilize the guide arm to remove the suitable position with the periscope subassembly, avoided the trouble of manual work removal periscope subassembly, improved actual work efficiency.

The balance rod is fixed on the other baffle I, the two connecting rods II are symmetrically arranged on two sides of the balance rod, and the bolt penetrates through the balance rod and the two connecting rods II to enable the connecting rods II to be connected with the other baffle I.

The U-shaped ribs are fixed on the vertical ribs, and the vertical shafts and the balance rods are fixed on the U-shaped ribs.

In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:

1. according to the utility model, the first baffle, the second baffle and the third baffle form the surrounding stone cavity for limiting the filler, so that the diffusion range of the filler can be limited, on one hand, the condition that the crushed stone filler is paved on the construction ground and the like is wasted, the forklift resource is saved, on the other hand, the cable towed on the ground by the vibroflotation pile machine can be protected, the cable is prevented from being cut and damaged by the crushed stone filler, and meanwhile, the filler can be quickly accumulated to the opening position of the jack formed in the ground by the guide rod under the action of gravity by the aid of the inclined plane, so that the filler can be conveniently guided to enter the jack quickly.

2. According to the utility model, through the clamping assembly, when the surrounding stone assembly needs to be moved, the guide rod can be clamped by the two arc clamping plates, so that the surrounding stone assembly can be directly and fixedly connected to the guide rod, when the guide rod is lifted, the surrounding stone assembly can be lifted along with the guide rod, and then the surrounding stone assembly can be moved to a proper position by the guide rod, thereby avoiding the trouble of manually moving the surrounding stone assembly and improving the actual working efficiency.

3. In the utility model, the U-shaped ribs are fixedly connected with each vertical rib, so that the tensile force born by the vertical shaft and the balance rod can be transmitted to each vertical rib through the U-shaped ribs in the process of lifting the height of the surrounding stone assembly, so that the stress of the whole surrounding stone assembly is more uniform and the stability is good.

Drawings

Fig. 1 is a schematic diagram of the overall structure of a vibroflotation pile machine device for co-injection of water and air;

fig. 2 is a schematic structural diagram of an periclase assembly of a vibroflotation pile machine device according to the present utility model;

fig. 3 is a schematic top view of a clamping assembly of a vibroflotation pile machine device according to the present utility model.

Legend description: 1. a vibroflotation pile machine body; 11. a guide rod; 2. a skirt Dan Zujian; 21. a first baffle; 211. vertical ribs; 212. a ground cone is inserted; 213. u-shaped ribs; 22. a second baffle; 23. a third baffle; 231. an inclined plane; 232. diagonal ribs; 233. a connecting rib; 234. a support leg; 235. a bottom plate; 24. a stone enclosing cavity; 3. a clamping assembly; 31. an arc clamping plate; 311. a rubber pad; 32. a first connecting rod; 33. a vertical axis; 34. a second connecting rod; 35. a threaded rod; 351. an abutment block; 352. a hand wheel; 36. a balance bar; 37. a bolt.

Detailed Description

The utility model will now be described with reference to specific examples.

As shown in fig. 1 to 3, the vibroflotation pile machine device for co-injection of water and gas in this embodiment includes a vibroflotation pile machine body 1 and a guide rod 11 disposed on the vibroflotation pile machine body 1 and vertically inserted into the ground, an periclase component 2 for gathering filler is disposed at a position where the guide rod 11 is inserted into the ground, the periclase component 2 includes two baffle plates 21, two baffle plates 22 and three baffle plates 23 vertically disposed, the baffle plates 21, 22 and three baffle plates 23 can be made of iron plates, simultaneously, in order to improve structural strength of the baffle plates 21, 22 and three baffle plates 23, vertical ribs 211 can be fixed on one side of the baffle plates 21 and 22 far from the guide rod 11, a plurality of diagonal ribs 232 are fixed on one side of the baffle plates three 23 far from the guide rod 11, a plurality of diagonal ribs 233 are also fixed on the diagonal ribs 232, and vertical supporting legs 234 are fixedly connected at the bottom of the connecting ribs 233, the supporting legs 234 are used for supporting the baffle plates three 23, so that the bottom ends of the supporting legs 234 can bear larger gravity force, and the bottom plates 235 can be fixed on the bottom plates 235, and the supporting legs 235 can be increased to prevent the supporting legs 234 from being directly inserted into the ground; the first baffle plates 21 are respectively fixed at two ends of the second baffle plate 22, and the first baffle plates 21 and the second baffle plate 22 are matched to form a U-shaped structure when seen from top to bottom; baffle three 23 are fixed in two baffles one 21 and keep away from the one end of baffle two 22, and the upper surface of baffle three 23 is inclined plane 231, along baffle three 23 to the direction of guide arm 11, and the distance between inclined plane 231 and the guide arm 11 reduces gradually, sets up the purpose of inclined plane 231: after the forklift pours the filler into the interior of the surrounding rock cavity 24, the filler can be quickly accumulated to the opening position of the jack formed on the ground by the guide rod 11 under the action of gravity; the second baffle 22, the third baffle 23 and the first two baffles 21 surround to form an periclase cavity 24.

In the above scheme, the baffle I21, the baffle II 22 and the baffle III 23 are enclosed to form the surrounding stone cavity 24 for limiting the filler, so that the diffusion range of the filler can be limited, on one hand, the condition that the construction ground is fully paved with gravel filler and other waste fillers can be avoided, the forklift resource is saved, on the other hand, the cable towed on the ground by the vibroflotation pile machine can be protected, the cable is prevented from being cut and damaged by the gravel filler, and meanwhile, the inclined plane 231 is arranged to enable the filler to be rapidly accumulated to the opening position of the jack formed in the ground by the guide rod 11 under the action of gravity, so that the filler can be conveniently guided to rapidly enter the jack.

As shown in fig. 1 and 2, the bottom end of the vertical rib 211 is fixed with a ground insertion cone 212, and the cross section of the ground insertion cone 212 is gradually reduced along the vertical downward direction, and the ground insertion cone 212 is used for being inserted into the ground, so that the friction force between the vertical rib 211, the first baffle 21 and the second baffle 22 and the ground can be increased, and the situation that the surrounding stone assembly 2 shifts after being impacted by the filler is avoided.

As shown in fig. 1 to 3, a clamping assembly 3 for clamping the guide rod 11 is arranged at the top of the periclase assembly 2, the clamping assembly 3 comprises two arc clamping plates 31, a first connecting rod 32 and a second connecting rod 34 which are respectively fixed at two ends of the arc clamping plates 31, one end of the first connecting rod 32 is rotationally connected with one baffle plate 21 through a vertical shaft 33, the two second connecting rods 34 are tightened through threaded rods 35, the two arc clamping plates 31 are clamped on the guide rod 11, specifically, the threaded rods 35 penetrate through one of the second connecting rods 34 and are in threaded connection with the other second connecting rod 34, a hand wheel 352 is fixed at one end of the threaded rods 35, an abutting block 351 is sleeved on the threaded rods 35, and the abutting block 351 and one side surface of one of the second connecting rod 34, which is far away from the other second connecting rod 34, are contacted. In order to increase the friction between the arc clamping plate 31 and the guide rod 11 and avoid rigid contact between the arc clamping plate 31 and the guide rod 11, a rubber pad 311 is arranged on one side of the arc clamping plate 31 near the guide rod 11.

In the above-mentioned scheme, through the clamping component 3 that sets up, when needs remove on the periscope subassembly 2, can utilize two arc splint 31 to press from both sides tight guide arm 11 for the periscope subassembly 2 can direct fixed connection to on the guide arm 11, when the guide arm risees like this, the periscope subassembly 2 also can follow guide arm 11 and rise together, then can utilize guide arm 11 to remove the periscope subassembly 2 to suitable position, avoided the trouble of manual work removal periscope subassembly 2, improved actual work efficiency.

As shown in fig. 1 to 3, the balance bar 36 is fixed on the other first baffle plate 21, the two second connecting bars 34 are symmetrically arranged at two sides of the balance bar 36, and the bolt 37 penetrates through the balance bar 36 and the two second connecting bars 34 to connect the second connecting bars 34 with the other first baffle plate 21; the U-shaped ribs 213 are fixed on the vertical ribs 211, the vertical shafts 33 and the balance rods 36 are fixed on the U-shaped ribs 213, and the U-shaped ribs 213 are fixedly connected with each vertical rib 211, so that in the process of lifting the height of the surrounding stone assembly 2, the tensile force born by the vertical shafts 33 and the balance rods 36 can be transmitted to each vertical rib 211 through the U-shaped ribs 213, so that the stress of the whole surrounding stone assembly 2 is more uniform, and the stability is good.

The application method of the embodiment is as follows: starting the vibroflotation pile machine body 1, utilize the guide arm 11 on this vibroflotation pile machine body 1 to shake packing in the jack that guide arm 11 offered on ground, in this process, arc splint 31 on the clamp assembly 3 should be kept in the inside of periclase chamber 24 through vertical axis 33 rotation to the state that separates with guide arm 11, the guide arm 11 of this moment is not influenced by arc splint 31 promptly, guide arm 11 can normally work, the forklift can pour packing into the inside of periclase chamber 24 from the top of inclined plane 231, make packing gathering only in the open position department of jack, after the vibroflotation pile is accomplished, need move guide arm 11 to suitable position and carry out the vibroflotation operation of next vibroflotation pile, at this moment, at first, rise guide arm 11 to suitable height, the bottom of guide arm 11 should keep in the inside of periclase chamber 24 at this moment, then utilize vertical axis 33 to rotate two arc splint 31, make two arc splint 31 contact with the side of guide arm 11, afterwards, utilize threaded rod 35 cooperation to support block 351 to tighten up two connecting rods two 34, make the clamp of two arc splint 31 on 11, and make two arc splint 11 hold down on guide arm 37 and two guide arm 36 and two and stretch out the tie rod 35 and move through the guide arm 3 and take part in succession and move the tie rod assembly 2, the manual work and move the assembly 2 and move the assembly and then move the anchor assembly 2 and move the bridge assembly.

Claims

1. The utility model provides a shake towards stake machine equipment of aqueous vapor co-injection, includes shake towards stake machine body (1) and sets up on this shake towards stake machine body (1) and vertical guide arm (11) of inserting ground, its characterized in that, guide arm (11) are provided with the surrounding stone subassembly (2) that are used for gathering up the filler with the position of ground grafting, and this surrounding stone subassembly (2) include:

two baffle I (21) which are vertically arranged;

the first baffle (21) is respectively fixed at two ends of the second baffle (22); and

the baffle III (23) is fixed at one end, far away from the baffle II (22), of the baffle I (21), the upper surface of the baffle III (23) is provided with an inclined surface (231), and the distance between the inclined surface (231) and the guide rod (11) is gradually reduced along the direction from the baffle III (23) to the guide rod (11); the second baffle plate (22), the third baffle plate (23) and the first baffle plates (21) are surrounded to form an periclase cavity (24).

2. The vibroflotation pile machine equipment for co-injection of water and gas according to claim 1, wherein vertical ribs (211) are fixed on one side surface of the first baffle plate (21) and one side surface of the second baffle plate (22) far away from the guide rod (11), and a plurality of inclined ribs (232) are fixed on one side of the third baffle plate (23) far away from the guide rod (11).

3. The vibroflotation pile machine equipment of water-gas co-injection according to claim 2, wherein the bottom end of the vertical rib (211) is fixed with a ground insertion cone (212), and the cross section of the ground insertion cone (212) is gradually reduced along the vertical downward direction.

4. The water-gas co-injection vibroflotation pile machine equipment according to claim 2, wherein a plurality of diagonal ribs (232) are fixedly provided with connecting ribs (233) vertical to the diagonal ribs, vertical supporting legs (234) are fixedly connected to the bottoms of the connecting ribs (233), and bottom plates (235) are fixedly arranged at the bottom ends of the supporting legs (234).

5. The water-gas co-injection vibroflotation pile machine equipment according to claim 2, wherein a clamping assembly (3) for clamping the guide rod (11) is arranged at the top of the enclosure Dan Zujian (2), the clamping assembly (3) comprises two arc-shaped clamping plates (31), and a first connecting rod (32) and a second connecting rod (34) which are respectively fixed at two ends of the arc-shaped clamping plates (31), one end of the first connecting rod (32) is rotationally connected with one of the first baffle plates (21) through a vertical shaft (33), and the two second connecting rods (34) are tightened through threaded rods (35), so that the two arc-shaped clamping plates (31) are clamped on the guide rod (11).

6. The vibroflotation pile machine equipment for co-injection of water and gas according to claim 5, wherein the balance bar (36) is fixed on the other baffle one (21), the two connecting bars (34) are symmetrically arranged on two sides of the balance bar (36), and a bolt (37) penetrates through the balance bar (36) and the two connecting bars (34) to connect the connecting bars (34) with the other baffle one (21).

7. The vibroflotation pile machine equipment for co-injection of water and gas according to claim 6, wherein the U-shaped rib (213) is fixed on the vertical rib (211), and the vertical shaft (33) and the balance rod (36) are both fixed on the U-shaped rib (213).