CN205532609U - Loess tunnel excavates dedicated excavator bucket - Google Patents

Loess tunnel excavates dedicated excavator bucket Download PDF

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Publication number
CN205532609U
CN205532609U CN201620272742.4U CN201620272742U CN205532609U CN 205532609 U CN205532609 U CN 205532609U CN 201620272742 U CN201620272742 U CN 201620272742U CN 205532609 U CN205532609 U CN 205532609U
Authority
CN
China
Prior art keywords
excavator
wrapper sheet
base plate
sword
loess tunnel
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.)
Expired - Fee Related
Application number
CN201620272742.4U
Other languages
Chinese (zh)
Inventor
路刚
盛春革
薛君
邢卫锋
任杰
刘持路
刘源
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.)
China Railway 14th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Original Assignee
China Railway 14th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
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 China Railway 14th Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd filed Critical China Railway 14th Bureau Group Co Ltd
Priority to CN201620272742.4U priority Critical patent/CN205532609U/en
Application granted granted Critical
Publication of CN205532609U publication Critical patent/CN205532609U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model overcomes it is not enough that prior art exists, provides a loess tunnel excavates dedicated excavator bucket who improves excavation efficiency and construction security, in order to solve the technical problem, the utility model discloses a technical scheme do: loess tunnel excavates dedicated excavator bucket, including bottom plate, curb plate, wrapper sheet, flap and torque tube, the both sides of bottom plate all are provided with the curb plate, the wrapper sheet sets up on the connecting portion of the upper end of bottom plate, bottom plate, curb plate and wrapper sheet cooperation form the bucket, the lower part and the bottom plate fixed connection of wrapper sheet, the upper portion parallel arrangement of wrapper sheet has two flaps, the flap is improved level and is provided with two sets of torque tube, be provided with basic sword in the lower extreme work portion of bottom plate, base sword and bottom plate all are arc and the two joint portion arc transition, the utility model discloses but wide application in excavator bucket field.

Description

The excavator-type shovel clamshell excavator that loess tunnel excavation is special
Technical field
The excavator-type shovel clamshell excavator that this utility model loess tunnel excavation is special, belongs to excavator-type shovel clamshell excavator technical field.
Background technology
Build tunnel, tunnel in Loess Plateau, the excavation of its face, use arc leading pit or benching tunnelling method to construct more.Main operational approach and step be directly dig out in arch with excavator arc or by excavator go out blank again by artificial pneumatic pick, electric pick or scoop scrape out design require arc.Existing excavator-type shovel clamshell excavator substrate is square, it is impossible to scrape out the arc that arch, tunnel requires, backbreaks serious, not only adds potential safety hazard, and causes concrete spray anchor material and the waste of activity duration;Go out blank with excavator the most dangerous by manual operation again, and operation trouble, work efficiency are low.
Row insider know altogether, in loess tunnel digging process, face excavation is the priority control work of tunneling operation construction, particularly backbreak and potential safety hazard is the most important thing of work, the surrounding rock structure of arc is more stable, the arc excavated with arc base sword with arc substrate adds the contact area of bucket and country rock the most to greatest extent, and can be good at maintaining the rock-steady structure of country rock self, but the most crucial step fails to be well solved all the time.
Utility model content
This utility model overcomes the deficiency that prior art exists, it is provided that a kind of loess tunnel improving excavation efficiency and working security excavates special excavator-type shovel clamshell excavator.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is: the excavator-type shovel clamshell excavator that loess tunnel excavation is special, including base plate, side plate, wrapper sheet, flap and torque tube, the both sides of described base plate are provided with side plate, described wrapper sheet is arranged on the upper end connecting portion of base plate, described base plate, side plate and wrapper sheet cooperatively form bucket, the bottom of described wrapper sheet is fixing with base plate to be connected, the upper parallel of described wrapper sheet is provided with two flaps, two groups of torque tubes it have been horizontally disposed with on described flap, it is provided with base sword in the work portion, lower end of described base plate, described base sword and base plate are the most curved, and the two joint portion arc-shaped transition.
Described base sword is consistent with the radian of base plate, is 120 °~135 °.
The front end of described base sword is arcuate structure forward.
Described base sword is linked together with base plate by fastener.
Described base sword hardness is HB400, and the yield strength abrasion-resistant stee more than 1000pa is made.
Described side plate outer rim is surrounded by the sidepiece wearing plate made with potassium steel, in order to increase abrasion resistance and to provide supplementary protection.
This utility model compared with prior art has the beneficial effect that this utility model base plate and base sword are arc, loess tunnel for arc excavates, expand the contact area of bucket and excavation face, it is possible to excavate more accurately and efficiently, decrease the amount of backbreaking;The arc-shaped sections that arc bucket scrapes out simultaneously is conducive to maintaining the stability of country rock self, improves the safety of construction.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings this utility model is described further.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of curved plate in this utility model.
In figure: 1 be base plate, 2 be side plate, 3 be wrapper sheet, 4 be flap, 5 be torque tube, 6 be base sword, 7 for sidepiece wearing plate.
Detailed description of the invention
Such as Fig. 1, shown in Fig. 2, the excavator-type shovel clamshell excavator that this utility model loess tunnel excavation is special, including base plate 1, side plate 2, wrapper sheet 3, flap 4 and torque tube 5, the both sides of described base plate 1 are provided with side plate 2, described wrapper sheet 3 is arranged on the upper end connecting portion of base plate 1, described base plate 1, side plate 2 and wrapper sheet 3 cooperatively form bucket, the bottom of described wrapper sheet 3 is fixing with base plate 1 to be connected, the upper parallel of described wrapper sheet 3 is provided with two flaps 4, two groups of torque tubes 5 it have been horizontally disposed with on described flap 4, it is provided with base sword 6 in the work portion, lower end of described base plate 1, described base sword 6 and base plate 1 are the most curved, and the two joint portion arc-shaped transition.
Described base sword 6 is consistent with the radian of base plate 1, is 120 °~135 °.
The front end of described base sword 6 is arcuate structure forward.
Described base sword 6 is linked together with base plate 1 by fastener.
Described base sword 6 is HB400 by hardness, and the yield strength abrasion-resistant stee more than 1000pa is made.
Described side plate 2 outer rim is surrounded by the sidepiece wearing plate 7 made with potassium steel, in order to increase abrasion resistance and to provide supplementary protection.
In this utility model, base sword 6 is arc, and radian is consistent with base plate 1 radian, makes with the HB400 surrender degree abrasion-resistant stee more than 1000pa, and during work, the special bucket in excavator operation driver operation loader excavator large arm excavates along tunnel camber line.Its arc base sword is maximum at curved leading edge stress, and excavation dynamics is the most maximum, and excavation effect is higher.
This utility model equipped with torque tube 5, loads in order to distribution evenly and increases durability on flap 4.
This utility model latus inframedium 2 outer rim is surrounded by the sidepiece wearing plate 7 made with potassium steel, in order to increase abrasion resistance and to provide supplementary protection.
In this utility model, base plate 1 is arc, and the bucket base plate of 0.8 is the potassium steel base plate that radian is 120 ° being bent upwards, farthest to increase the contact area with arch country rock and to increase abrasion resistance.
The high-strength abrasion-proof steel that in this utility model, arc base sword is more than 1000pa by HB400 surrender degree is made, and is connected with curved plate with 7 groups of securing members.
Above in conjunction with accompanying drawing, embodiment of the present utility model is explained in detail, but this utility model is not limited to above-described embodiment, in the ken that those of ordinary skill in the art are possessed, it is also possible on the premise of without departing from this utility model objective, various changes can be made.

Claims (6)

1. the excavator-type shovel clamshell excavator that loess tunnel excavation is special, including base plate (1), side plate (2), wrapper sheet (3), flap (4), torque tube (5) and base sword (6), the both sides of described base plate (1) are provided with side plate (2), described wrapper sheet (3) is arranged on the upper end connecting portion of base plate (1), described base plate (1), side plate (2) and wrapper sheet (3) cooperatively form bucket, the bottom of described wrapper sheet (3) is fixing with base plate (1) to be connected, the upper parallel of described wrapper sheet (3) is provided with two flaps (4), two groups of torque tubes (5) it have been horizontally disposed with on described flap (4), it is characterized in that: in the work portion, lower end of described base plate (1), be provided with base sword (6), described base sword (6) and base plate (1) are the most curved, and the two joint portion arc-shaped transition.
The excavator-type shovel clamshell excavator that loess tunnel the most according to claim 1 excavation is special, it is characterised in that: described base sword (6) is consistent with the radian of base plate (1), is 120 °~135 °.
The excavator-type shovel clamshell excavator that loess tunnel the most according to claim 1 and 2 excavation is special, it is characterised in that: the front end of described base sword (6) is arcuate structure forward.
The excavator-type shovel clamshell excavator that loess tunnel the most according to claim 3 excavation is special, it is characterised in that: described base sword (6) is linked together with base plate (1) by fastener.
The excavator-type shovel clamshell excavator that loess tunnel the most according to claim 4 excavation is special, it is characterised in that: described base sword (6) is HB400 by hardness, and the yield strength abrasion-resistant stee more than 1000pa is made.
The excavator-type shovel clamshell excavator that loess tunnel the most according to claim 5 excavation is special, it is characterised in that: described side plate (2) outer rim is surrounded by the sidepiece wearing plate (7) made with potassium steel, in order to increase abrasion resistance and to provide supplementary protection.
CN201620272742.4U 2016-04-05 2016-04-05 Loess tunnel excavates dedicated excavator bucket Expired - Fee Related CN205532609U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620272742.4U CN205532609U (en) 2016-04-05 2016-04-05 Loess tunnel excavates dedicated excavator bucket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620272742.4U CN205532609U (en) 2016-04-05 2016-04-05 Loess tunnel excavates dedicated excavator bucket

Publications (1)

Publication Number Publication Date
CN205532609U true CN205532609U (en) 2016-08-31

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ID=57142238

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620272742.4U Expired - Fee Related CN205532609U (en) 2016-04-05 2016-04-05 Loess tunnel excavates dedicated excavator bucket

Country Status (1)

Country Link
CN (1) CN205532609U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653760A (en) * 2018-12-06 2019-04-19 中建七局第四建筑有限公司 Excavator cuts native device with circumferential direction and its circumferential direction cuts indigenous method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653760A (en) * 2018-12-06 2019-04-19 中建七局第四建筑有限公司 Excavator cuts native device with circumferential direction and its circumferential direction cuts indigenous method

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160831

Termination date: 20200405

CF01 Termination of patent right due to non-payment of annual fee