CN113585379A - Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter - Google Patents

Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter Download PDF

Info

Publication number
CN113585379A
CN113585379A CN202111025988.3A CN202111025988A CN113585379A CN 113585379 A CN113585379 A CN 113585379A CN 202111025988 A CN202111025988 A CN 202111025988A CN 113585379 A CN113585379 A CN 113585379A
Authority
CN
China
Prior art keywords
assembly
water conservancy
conservancy construction
groove
ditching device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN202111025988.3A
Other languages
Chinese (zh)
Inventor
张明月
胡晓东
魏体洋
位亚南
邢允凤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
First Engineering Bureau Of Henan Water Conservancy
Original Assignee
First Engineering Bureau Of Henan Water Conservancy
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by First Engineering Bureau Of Henan Water Conservancy filed Critical First Engineering Bureau Of Henan Water Conservancy
Priority to CN202111025988.3A priority Critical patent/CN113585379A/en
Publication of CN113585379A publication Critical patent/CN113585379A/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/025Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with scraper-buckets, dippers or shovels
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/30Auxiliary apparatus, e.g. for thawing, cracking, blowing-up, or other preparatory treatment of the soil
    • E02F5/305Arrangements for breaking-up hard ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The invention relates to the technical field of water conservancy engineering construction, in particular to a buried pipe ditching device for water conservancy construction, which is suitable for hard soil. According to the scheme, the crushing assembly is arranged on the groove shape adjusting assembly, and after the groove shape adjusting assembly adjusts the shape of the groove, the crushing assembly is used for rapidly crushing hard soil, so that the aim of rapidly excavating the groove is fulfilled, and the problems that the groove is difficult to excavate, the excavating effect is poor, and time and labor are consumed during excavating are solved.

Description

Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter
Technical Field
The invention relates to the technical field of hydraulic engineering construction, in particular to a pipe burying and ditching device suitable for hard soil for water conservancy construction.
Background
Hydraulic engineering construction is a key technology in engineering construction technology. As a large hydraulic engineering country in China, construction is often performed in regions with hard soil such as rocks in the process of hydraulic engineering construction, and in the prior art, the main technical scheme of hard soil construction is to use equipment such as an electric pick, an excavator and the like to crush the hard soil and then perform construction. Or construction may be performed after blasting. No matter which kind of introduced technique all has the technical defects of difficult ditching, poor ditching effect, time and labor consumption and the like when ditching and pipe burying are carried out.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides a pipe burying ditching device for water conservancy construction, which is suitable for hard soil, and solves the technical defects of difficult ditching, poor ditching effect, time and labor consumption and the like in the process of ditching in water conservancy engineering in the prior art.
According to the embodiment of the invention, the pipe burying and ditching device suitable for the water conservancy construction of the hard soil comprises a groove shape adjusting assembly, wherein a crushing assembly is arranged on the groove shape adjusting assembly, the groove shape adjusting assembly is arranged on a walking assembly, and a soil body collecting assembly is arranged on the walking assembly.
In order to better implement the present invention, as a further description of the above technical solution, the crushing assembly includes a plurality of lifting members, and each lifting member is provided with a crushing member.
As a further description of the above technical solution, the crushing member includes an air cylinder fixedly connected to the lifting member, a vibrating drill rod is disposed at a power output end of the air cylinder, a plurality of grooves are disposed on the vibrating drill rod, an excavating tooth is detachably disposed in each groove, and a return spring is disposed between each groove and the excavating tooth.
As a further description of the above technical solution, the groove shape adjusting assembly includes a connecting rod, one end of the connecting rod is connected with the walking assembly, the other end is hinged with a fixed box, a two-way expansion piece is arranged in the fixed box, a side plate is respectively arranged on the extension portion of the two-way expansion piece, one end of the side plate, which is far away from the connecting rod, is hinged with the fixed box, the two-way expansion piece pushes the side plate to both sides to realize the adjustment of the groove shape, and at least one lifting component is arranged on the outer side surface of the side plate and the bottom surface of the fixed box.
As a further description of the above technical solution, the groove shape adjusting assembly further includes a plurality of first one-way retractors, one end of each of the first one-way retractors is hinged to the connecting rod, and the other end is hinged to the fixed box.
As a further description of the above technical solution, the soil collecting assembly includes a multi-joint connected with the walking assembly at one end, the other end of the multi-joint is hinged with a bucket, one end of the multi-joint close to the bucket is further provided with a second one-way expansion piece, the extending end of the second one-way expansion piece is hinged with the back of the bucket, and the bucket is detachably provided with a plurality of digging teeth.
As a further description of the above technical solution, the walking assembly includes a platform connected to the soil collecting assembly and the groove shape adjusting assembly, the platform is provided with at least two vertical retractors, and an extending end of each vertical retractor is connected to a walking member.
The invention has the following beneficial effects:
according to the invention, the groove shape adjusting assembly is arranged, the crushing assembly is arranged on the groove shape adjusting assembly, and after the groove shape is adjusted by the groove shape adjusting assembly, the hard soil is rapidly crushed by the crushing assembly, so that the aim of rapidly excavating the groove is achieved, and the problems of difficult groove excavation, poor excavation effect and time and labor consumption during excavation are solved.
Drawings
FIG. 1 is a schematic representation of the use of the present invention;
FIG. 2 is a schematic three-dimensional structure of the present invention;
FIG. 3 is a schematic three-dimensional view of the groove shape adjustment assembly of FIG. 2;
fig. 4 is a three-dimensional structure diagram of the crushing assembly of fig. 2.
The device comprises a groove shape adjusting component 1, a crushing component 2, a walking component 3, a soil mass collecting component 4, a lifting component 5, a crushing component 6, an air cylinder 7, a vibrating drill 8, a groove 9, an excavating tooth 10, a return spring 11, a connecting rod 12, a fixed box 13, a bidirectional expansion bend 14, a side plate 15, a first unidirectional expansion bend 16, a multi-joint 17, an excavating bucket 18, a second unidirectional expansion bend 19, an excavating tooth 20, a platform 21, a vertical expansion bend 22 and a walking component 23.
Detailed Description
The technical solution of the present invention is further explained with reference to the drawings and the embodiments.
As shown in fig. 1 to 4, the pipe burying and ditching device suitable for water conservancy construction of hard soil comprises a groove shape adjusting assembly 1, wherein a crushing assembly 2 is arranged on the groove shape adjusting assembly 1, the groove shape adjusting assembly 1 is arranged on a walking assembly 3, and a soil body collecting assembly 4 is arranged on the walking assembly 3.
In this embodiment, as shown in fig. 2, a trench shape adjusting assembly 1 is provided, a crushing assembly 2 is provided on the trench shape adjusting assembly 1, and after the trench shape is adjusted by the trench shape adjusting assembly 1, the hard soil is crushed rapidly by the crushing assembly 2, so that the purpose of digging a trench rapidly is achieved.
In order to better implement the present invention, as a further description of the above technical solution, the crushing assembly 2 includes a plurality of lifting members 5, and each lifting member 5 is provided with a crushing member 6.
As a further description of the above technical solution, the crushing member 6 includes a cylinder 7 fixedly connected to the lifting member 5, a vibration rod 8 is disposed on a power output end of the cylinder 7, a plurality of grooves 9 are disposed on the vibration rod 8, an excavating tooth 10 is detachably disposed in each groove 9, and a return spring 11 is disposed between the groove 9 and the excavating tooth 10.
As a preferred embodiment, in this embodiment, as shown in fig. 4, the crushing assembly 2 is provided with a plurality of lifting members 5, each lifting member 5 is provided with one crushing member 6, and when crushing is required, each lifting member 5 adjusts the corresponding crushing member 6, so that the groove excavation is realized and a better groove forming effect is achieved. Meanwhile, the cylinder 7 is used for driving the vibrating drill 8 to vibrate, so that impact crushing force can be generated on the hard soil during excavation, and the purpose of crushing and excavating the hard soil to form a groove is further achieved.
It should be particularly clear and described that, as a preferred embodiment, in this embodiment, the cylinder 7 is an existing conventional structure, and this embodiment is only applied, and does not involve specific improvements to the structure thereof, so that the structure thereof is not described in detail here. However, it can be exemplified that the described cylinder 7 includes, but is not limited to, the following models: fisher-stokes DNC, SMC-type MBB, CP96, CS 1; the domestic cylinder 7 mainly has QGB, QGS, JB, Sudeke SC, SI, SU, SE, etc.
As a further description of the above technical solution, the groove shape adjusting assembly 1 includes a connecting rod 12, one end of the connecting rod 12 is connected to the walking assembly 3, the other end is hinged to a fixed box 13, a two-way expansion piece 14 is provided in the fixed box 13, a side plate 15 is provided on each of the extending portions of the two-way expansion piece 14, one end of the side plate 15, which is far away from the connecting rod 12, is hinged to the fixed box 13, the two-way expansion piece 14 pushes the side plate 15 out to both sides to realize the adjustment of the groove shape, and at least one lifting member 5 is provided on each of the outer side surface of the side plate 15 and the bottom surface of the fixed box 13.
In a preferred embodiment, as shown in fig. 3, the groove shape adjusting assembly 1 is provided with a fixed box 13, a two-way expansion piece 14 is arranged in the fixed box 13, and the relative angle between the side plate 15 and the fixed box 13 is changed by extending or retracting the two-way expansion piece 14, so as to adjust the groove shape.
It should be particularly clear and described that, as a preferred embodiment, in this embodiment, the bidirectional expansion device 14 is an existing conventional structure, and the present invention is only applied to this structure, and does not relate to the improvement of the specific structure thereof, so that the structure thereof is not described in detail here. However, it can be exemplified that the bi-directional jack 14 includes, but is not limited to, the following types: the hydraulic press is driven by hydraulic pressure and provided with double telescopic rods, the structure with double cylinders 7 is driven by an air compressor, and the structure with two electric pushing cylinders is driven by a servo motor.
As a further description of the above technical solution, the groove shape adjusting assembly 1 further includes a plurality of first one-way expanders 16, one end of each first one-way expander 16 is hinged to the connecting rod 12, and the other end is hinged to the fixed box 13.
In a preferred embodiment, as shown in fig. 3, the groove-shaped adjusting assembly 1 is provided with a first one-way expansion piece 16, so that the present invention can achieve the purpose of adjusting the included angle between the fixed box 13 and the ground by the first one-way expansion piece 16 when in use. It can be clearly stated that, in this embodiment, the number of the first one-way expanders 16 is three and is circumferentially arranged on the side surface of the connecting rod 12, so as to adjust the left-right included angle and the front-back included angle of the fixed box 13.
As a further description of the above technical solution, the soil mass collecting assembly 4 includes a multi-joint 17 connected with one end of the walking assembly 3, the other end of the multi-joint 17 is hinged with a bucket 18, one end of the multi-joint 17 close to the bucket 18 is further provided with a second one-way expansion piece 19, an extending end of the second one-way expansion piece 19 is hinged with the back of the bucket 18, and the bucket 18 is detachably provided with a plurality of digging teeth 20.
In the present embodiment, as shown in fig. 2, the soil mass collecting assembly 4 is provided, so that the present invention can achieve the purpose of rapidly collecting and transferring the broken hard soil mass when in use.
As a further description of the above technical solution, the walking assembly 3 includes a platform 21 connected to the soil collecting assembly 4 and the groove shape adjusting assembly 1, the platform 21 is provided with at least two vertical retractors 22, and an extending end of each vertical retractor 22 is connected to a walking member 23.
As shown in fig. 1-4, the process of the present invention is as follows: firstly, place this device and wait to excavate the region, open two-way expansion bend 14, two blocks of curb plates 15 of two-way expansion bend 14 drive are released to opposite direction respectively and are accomplished the regulation of slot shape, accomplish after the slot shape is adjusted, open elevating system 5 and cylinder 7, and make whole device carry out the ditching operation in the construction area, cylinder 7 promotes vibration borer 8 vibration, excavation tooth 10 that sets up on vibration borer 8 carries out the breakage to the stereoplasm soil body under the vibration of following vibration borer 8, in crushing process, elevating system 5 can carry out real-time adjustment to the position at cylinder 7 place, so that better realization is broken, after accomplishing the breakage, soil body collection subassembly 4 just collects the soil body after the breakage, so that the buried pipe in later stage.
According to the scheme, the crushing assembly 2 is arranged on the groove shape adjusting assembly 1, and after the groove shape adjusting assembly 1 adjusts the shape of the groove, the crushing assembly 2 is used for rapidly crushing hard soil, so that the aim of rapidly excavating the groove is achieved, and the problems that the groove is difficult to excavate, the excavating effect is poor and time and labor are consumed during excavating are solved.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.

Claims (7)

1. The utility model provides a pipe laying ditching device for water conservancy construction suitable for stereoplasm soil matter which characterized in that: the soil body collecting device is characterized by comprising a groove shape adjusting component (1), wherein a crushing component (2) is arranged on the groove shape adjusting component (1), the groove shape adjusting component (1) is arranged on a walking component (3), and a soil body collecting component (4) is arranged on the walking component (3).
2. The pipe burying and ditching device suitable for hard soil water conservancy construction according to claim 1, wherein: the crushing assembly (2) comprises a plurality of lifting parts (5), and each lifting part (5) is provided with a crushing part (6).
3. The pipe burying and ditching device suitable for hard soil water conservancy construction according to claim 2, wherein: the crushing component (6) comprises an air cylinder (7) fixedly connected with the lifting component (5), a vibrating drill rod (8) is arranged at the power output end of the air cylinder (7), a plurality of grooves (9) are formed in the vibrating drill rod (8), an excavating tooth (10) is detachably arranged in each groove (9), and a return spring (11) is arranged between each groove (9) and the excavating tooth (10).
4. The pipe burying and ditching device suitable for hard soil water conservancy construction according to any one of claims 2 or 3, wherein: slot shape adjusting part (1) includes connecting rod (12), the one end of connecting rod (12) with walking subassembly (3) are connected, and the other end articulates there is fixed case (13), be provided with two-way expansion bend (14) in fixed case (13), respectively be provided with one curb plate (15) on the extension of two-way expansion bend (14), the one end that connecting rod (12) were kept away from in curb plate (15) with fixed case (13) are articulated, two-way expansion bend (14) will curb plate (15) are released the regulation of realizing the slot shape to both sides, the lateral surface of curb plate (15) and the bottom surface of fixed case (13) all is provided with at least one lifting unit (5).
5. The pipe burying and ditching device suitable for hard soil water conservancy construction according to claim 4, wherein: the groove shape adjusting assembly (1) further comprises a plurality of first one-way retractors (16), one end of each first one-way retractor (16) is hinged to the connecting rod (12), and the other end of each first one-way retractor is hinged to the fixed box (13).
6. The pipe burying and ditching device suitable for hard soil water conservancy construction according to any one of claims 2 or 3, wherein: the soil body collecting assembly (4) comprises a multi-joint (17) connected with the walking assembly (3) at one end, the other end of the multi-joint (17) is hinged with a bucket (18), one end, close to the bucket (18), of the multi-joint (17) is further provided with a second one-way expansion piece (19), the extending end of the second one-way expansion piece (19) is hinged with the back face of the bucket (18), and a plurality of digging teeth (20) are detachably arranged on the bucket (18).
7. The pipe burying and ditching device suitable for hard soil water conservancy construction according to claim 1, wherein: the walking assembly (3) comprises a platform (21) which is connected with the soil body collecting assembly (4) and the groove shape adjusting assembly (1) at the same time, at least two vertical retractors (22) are arranged on the platform (21), and the extending end of each vertical retractor (22) is connected with a walking piece (23).
CN202111025988.3A 2021-09-02 2021-09-02 Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter Withdrawn CN113585379A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111025988.3A CN113585379A (en) 2021-09-02 2021-09-02 Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111025988.3A CN113585379A (en) 2021-09-02 2021-09-02 Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter

Publications (1)

Publication Number Publication Date
CN113585379A true CN113585379A (en) 2021-11-02

Family

ID=78241017

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202111025988.3A Withdrawn CN113585379A (en) 2021-09-02 2021-09-02 Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter

Country Status (1)

Country Link
CN (1) CN113585379A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114164880A (en) * 2021-11-23 2022-03-11 广州大学 Movable stone-chiseling ditcher
CN117488901A (en) * 2024-01-02 2024-02-02 中铁建电气化局集团第三工程有限公司 Construction device and construction method for small channel shaping

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114164880A (en) * 2021-11-23 2022-03-11 广州大学 Movable stone-chiseling ditcher
CN117488901A (en) * 2024-01-02 2024-02-02 中铁建电气化局集团第三工程有限公司 Construction device and construction method for small channel shaping

Similar Documents

Publication Publication Date Title
CN113585379A (en) Pipe burying ditching device for water conservancy construction suitable for stereoplasm soil matter
CN107035216B (en) Hydraulic high-speed electric pole base tamper
US5836089A (en) Excavating equipment fitted with surface clamps
CN106376265A (en) Backfilling equipment for saline-alkali land closed conduit trench
CN108487224A (en) A kind of construction site battering ram
CN107975080A (en) A kind of earth mover
CN101191336B (en) Special-purpose digging machine for digging deep foundation ditch
CN215169747U (en) Bored concrete pile reducing club-footed drill bit
CN211256579U (en) Combined vibration rammer attachment
CN208136894U (en) A kind of multi-functional electric pick head and its manufactured tamping unit
CN204370399U (en) One is suitable for complex ground operational vibration compacting machine
CN213390274U (en) Civil engineering foundation pit excavating device
CN201151924Y (en) Deep pit excavation dedicated digging machine
RU2124609C1 (en) Ground excavation equipment
CN215052864U (en) Pipeline backfilling and tamping device
CN214940016U (en) Small-size rammer compactor
CN214737957U (en) Novel ramming machine of mechanical type
CN217379045U (en) Hammer and hook integrated hook arm
CN215442070U (en) Drainage ditch leveling device for road engineering construction
CN210216383U (en) Earth rammer of excavator
CN210194595U (en) Ground tamper for excavator
CN215630290U (en) Full hydraulic crushing scarifier for excavator
CN216379613U (en) Pile cap cushion layer cleaning tool for pile foundation wharf construction
CN219862823U (en) Foundation pouring and tamping device
CN202390826U (en) Compaction and piling integrated machine for flood control

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication

Application publication date: 20211102

WW01 Invention patent application withdrawn after publication