CN210264715U - Sediment device is prevented to rock pipe jacking machine - Google Patents

Sediment device is prevented to rock pipe jacking machine Download PDF

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Publication number
CN210264715U
CN210264715U CN201920735694.1U CN201920735694U CN210264715U CN 210264715 U CN210264715 U CN 210264715U CN 201920735694 U CN201920735694 U CN 201920735694U CN 210264715 U CN210264715 U CN 210264715U
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China
Prior art keywords
shield
rock
pipe jacking
jacking machine
slag
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Application number
CN201920735694.1U
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Chinese (zh)
Inventor
杨庆辉
白继军
赵元涛
叶宗伟
冯立
王文俊
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 18th Bureau Group Co Ltd
Tunnel Engineering Co Ltd of China Railway 18th Bureau Group Co Ltd
Original Assignee
China Railway 18th Bureau Group Co Ltd
Tunnel Engineering Co Ltd of China Railway 18th Bureau Group Co Ltd
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Priority to CN201920735694.1U priority Critical patent/CN210264715U/en
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Abstract

The utility model discloses a sediment device is prevented to rock pipe jacking machine, including rock pipe jacking machine, rock pipe jacking machine includes anterior shield (1) and tail shield (2) be provided with shield body frid (3) on anterior shield (1) outer wall be provided with the recess on shield body frid (3) the slant is provided with slag trap (4) one at least in the recess, the up end of slag trap (4) is higher than tail shield (2) outer wall. Since the technical scheme is used, the utility model has the advantages of simple structure, use reliably, low cost, adopt it can effectively reduce and produce non-directional flow between face muddy water and the bentonite, improved the jacking effect.

Description

Sediment device is prevented to rock pipe jacking machine
Technical Field
The utility model relates to a rock pipe jacking machine, especially a sediment device is prevented to rock pipe jacking machine.
Background
At present, a pipe jacking technology is used as a non-excavation technology, and has the advantages of high construction speed, high automation degree, manpower resource saving, coordination with the environment and the like, and long-distance rock pipe jacking projects are increasing. However, under complex geological conditions, especially hard rock geological conditions, a certain overexcavation gap exists between the pipe jacking machine shell and the surrounding rock, the surrounding rock has strong self-stability, and the overexcavation gap tunneling process between the shield body and the surrounding rock always exists. The unable very first time of bentonite at shield body rear portion is full of the shield body all around in the excavation process, and because face muddy water fluctuation is great, make the non-directional flow that produces between bentonite and the face muddy water easily, and the stone ballast that excavates down is because self specific gravity is big, leads to partial stone ballast to flow into around the shield body easily, and then gets into push pipe tubular product all around, leads to tubular product to be lifted, and the frictional resistance increases, influences the normal clear of pipe construction to the top, can lead to unable continuation top even and advance.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a rock push bench sediment prevention device that can effectively reduce and produce the non-directional flow between face muddy water and the bentonite.
The utility model aims at realizing through such technical scheme, a sediment device is prevented to rock pipe jacking machine, including rock pipe jacking machine, rock pipe jacking machine includes anterior shield and tail shield be provided with shield body frid on the anterior shield outer wall be provided with the recess on the shield body frid the slant is provided with one at least slag trap in the recess, the up end of slag trap is higher than the tail shield outer wall.
In order to improve the reliability, the two slag baffles are provided, and a cavity is arranged between the two slag baffles; and a grease injection hole communicated with the cavity is formed in the shield body slot plate, and sealing grease is arranged in the cavity.
In order to be capable of injecting grease rapidly, the four grease injection holes are uniformly distributed on the shield groove plate.
Further, each slag trap comprises at least four L-shaped slag trap bodies, and the four slag trap bodies are stacked.
In order to improve the resistance, wear-resistant steel wires are arranged between the adjacent slag plates.
Further, in order to enable the connection to be firm, the lower end face of one end of the slag baffle is welded with the shield groove plate, a pressing ring is arranged on the upper end face of the end, and the pressing ring is lower than the outer wall of the front shield.
Since the technical scheme is used, the utility model has the advantages of simple structure, use reliably, low cost, adopt it can effectively reduce and produce non-directional flow between face muddy water and the bentonite, improved the jacking effect.
Drawings
The drawings of the utility model are as follows:
fig. 1 is a schematic structural view of the present invention;
fig. 2 is an enlarged view of a portion a of fig. 1.
Detailed Description
The following detailed description of the embodiments of the present invention will be provided with reference to the accompanying drawings, but the present invention is not limited to these embodiments, and any modifications or substitutions in the basic spirit of the embodiments will still fall within the scope of the present invention as claimed in the appended claims.
Example 1: as shown in fig. 1 and 2, the sediment device is prevented to rock pipe jacking machine, includes rock pipe jacking machine, rock pipe jacking machine includes anterior shield 1 and tail shield 2 be provided with shield body frid 3 on the anterior shield 1 outer wall be provided with the recess on the shield body frid 3 the slant is provided with one at least slag trap 4 in the recess, the up end of slag trap 4 is higher than the 2 outer walls of tail shield.
The slag blocking plates 4 are arranged in two ways, and a cavity is arranged between the two slag blocking plates 4; and a grease injection hole 5 communicated with the cavity is formed in the shield body slot plate 3, and sealing grease 6 is arranged in the cavity.
The four grease injection holes 5 are uniformly distributed on the shield groove plate 3.
Each slag trap 4 comprises at least four L-shaped slag trap bodies, and the four slag trap bodies are stacked.
And wear-resistant steel wires are arranged between the adjacent slag baffles 4.
The lower terminal surface of the one end of slag trap 4 and shield body frid 3 welding, be provided with clamping ring 7 at the up end of this end, clamping ring 7 is less than 1 outer wall of anterior shield.
The utility model discloses in, keep apart bentonite 8 and the anterior excavation face physics of blade disc 9 through slag trap 4 and sealed fat 6, make not take place to flow between the muddy water of blade disc 9 and the bentonite to it gets into shield body and tubular product all around to reduce excavation face stone sediment.
Furthermore, through the above arrangement, the unidirectional flow generated between the mud water on the palm surface 10 and the bentonite 8 can be effectively reduced, the rock ballast excavated by the palm surface 10 is reduced to flow into the periphery of the shield body and the pipe joints 11, the rock ballast flowing into the periphery of the pipe is further reduced as much as possible, and meanwhile, the bentonite 8 at the rear part of the main machine can be ensured to be filled into the periphery of the shield body as much as possible, so that the rock ballast is further prevented from entering the periphery of the pipe, the bentonite 8 can be effectively reduced to flow into the palm surface 10 and be excessively lost, a better lubricating effect is achieved, and the jacking efficiency is effectively improved.

Claims (6)

1. The utility model provides a sediment device is prevented to rock push bench, includes rock push bench, rock push bench includes anterior shield (1) and tail shield (2) be provided with shield body frid (3), characterized by on anterior shield (1) outer wall: the shield body groove plate (3) is provided with a groove, at least one slag trap (4) is obliquely arranged in the groove, and the upper end face of the slag trap (4) is higher than the outer wall of the tail shield (2).
2. The anti-settling device of the rock pipe jacking machine as claimed in claim 1, wherein: the slag blocking plates (4) are arranged in two ways, and a cavity is formed between the two slag blocking plates (4); the shield body groove plate (3) is provided with a grease injection hole (5) communicated with the cavity, and the cavity is internally provided with sealing grease (6).
3. The anti-sediment device of the rock pipe jacking machine as claimed in claim 2, which is characterized in that: the four grease injection holes (5) are uniformly distributed on the shield body slot plate (3).
4. The anti-settling device of the rock pipe jacking machine as claimed in claim 3, wherein: each slag trap (4) comprises at least four L-shaped slag trap bodies, and the four slag trap bodies are stacked.
5. The anti-settling device of the rock pipe jacking machine as claimed in claim 4, wherein: and wear-resistant steel wires are arranged between the adjacent slag baffles (4).
6. The anti-sediment device of the rock pipe jacking machine as claimed in claim 5, which is characterized in that: the lower end face of one end of the slag baffle (4) is welded with the shield body groove plate (3), a pressing ring (7) is arranged on the upper end face of the end, and the pressing ring (7) is lower than the outer wall of the front shield (1).
CN201920735694.1U 2019-05-22 2019-05-22 Sediment device is prevented to rock pipe jacking machine Active CN210264715U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920735694.1U CN210264715U (en) 2019-05-22 2019-05-22 Sediment device is prevented to rock pipe jacking machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920735694.1U CN210264715U (en) 2019-05-22 2019-05-22 Sediment device is prevented to rock pipe jacking machine

Publications (1)

Publication Number Publication Date
CN210264715U true CN210264715U (en) 2020-04-07

Family

ID=70026105

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920735694.1U Active CN210264715U (en) 2019-05-22 2019-05-22 Sediment device is prevented to rock pipe jacking machine

Country Status (1)

Country Link
CN (1) CN210264715U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113323671A (en) * 2021-06-29 2021-08-31 中国化学工程第十六建设有限公司 Slag removal anti-lock system and slag removal method for rock pipe jacking machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113323671A (en) * 2021-06-29 2021-08-31 中国化学工程第十六建设有限公司 Slag removal anti-lock system and slag removal method for rock pipe jacking machine

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