CN205689221U - A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure - Google Patents

A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure Download PDF

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Publication number
CN205689221U
CN205689221U CN201620631275.XU CN201620631275U CN205689221U CN 205689221 U CN205689221 U CN 205689221U CN 201620631275 U CN201620631275 U CN 201620631275U CN 205689221 U CN205689221 U CN 205689221U
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CN
China
Prior art keywords
pulpboard
compound
pulp grinder
grinder structure
shield
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
CN201620631275.XU
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Chinese (zh)
Inventor
王彬
沈熙智
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.)
CHONGQING REINTEL SHIELD TECHNOLOGY Co Ltd
Original Assignee
CHONGQING REINTEL SHIELD TECHNOLOGY 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.)
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Publication date
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Priority to CN201620631275.XU priority Critical patent/CN205689221U/en
Application granted granted Critical
Publication of CN205689221U publication Critical patent/CN205689221U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This utility model provides a kind of compound only pulp grinder structure, and including compound only pulpboard, described compound only pulpboard includes upper only pulpboard arranged in parallel and lower only pulpboard, is provided with abrasive rubber layer between described upper only pulpboard and lower only pulpboard.The setting of compound only pulpboard, adds wearability;Under after upper only pulpboard abrasion, abrasive rubber layer is at elastic reaction on only pulpboard wearing part compensate.This utility model also proposes a kind of shielding tunnel excavator, including the compound only pulp grinder structure described in claim 15 any one.Gap synchronous grouting between crag and shield tail when shield machine is pushed ahead, compound only pulpboard extends backward because of stress the seal forming confined space to strengthen slip casting environment;Prevent serosity from pouring in down a chimney impact construction to shield body leading portion, reduce the waste of serosity and ensure section of jurisdiction installation quality, improving work efficiency.

Description

A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure
Technical field
This utility model relates to shield machine technical field, stops pulp grinder structure particularly to one is compound and has this only pulp grinder The shielding tunnel excavator of structure.
Background technology
Shielding tunnel excavator, is called for short shield machine, is the special engineering machinery of a kind of tunnel piercing,.During shield machine work Completing the slip casting of an endless tube sheet while pushing ahead under the thrust of propelling cylinder, stop driving the most again, section of jurisdiction is spelled Install the assembly of next endless tube sheet.
The section of jurisdiction arm grouting behind shaft or drift lining of shield machine is divided into by from the time of shield driving and the different of slip casting purpose: synchronize note Slurry, secondary reinforcement slip casting and water blockoff slip casting.
When using the mode of synchronous grouting, i.e. during driving, synchronous grouting is by synchronous grouting system and the note of shield tail Slurry pipe, while shield pushes ahead the formation of shield tail space, the moment that serosity is formed in shield tail space plays filling in time and makees With, make surrounding rock body obtain and support timely, can effectively prevent the slump of rock mass, control ground settlement.Therefore, shield machine is at shield Tail is designed with only pulpboard, prevents serosity and subsoil water from flowing back to shield body front end, to ensure water proofing property and the density of grouting layer.And A guard circle is formed in outer, section of jurisdiction, it is to avoid and slow down the subsoil water erosion displacement to section of jurisdiction, improve the durable of pipe-plate lining Property.But, after in use shield machine tunnels one section, only pulpboard will due to the friction between shield body and the soil body gradually Damage.Thus only pulpboard slowly loses seal, serosity can flee to Tu Cang to make grouting pressure be not easy to set up.Because of slip casting pressure Power cannot be set up at top, section of jurisdiction, and it is full that top, section of jurisdiction is difficult to slip casting, the only pulpboard inflow Tu Cang that serosity can suitable damage, thus shadow Ring the filling to serosity, not only can not fill space good ground but also ground settlement can be made to increase, and be unfavorable for that tunnel serves as a contrast That builds is waterproof, also can diminish because the only damage of pulpboard makes pipe-plate lining be in support force behind, make section of jurisdiction be subjected to displacement deformation.By Cannot change in work progress in only pulpboard, during therefore stopping pulpboard guarantee shield machine construction in the urgent need to one, it is possible to Bear the friction in a longer interval and do not damage, and ensure seal.
Utility model content
For the deficiency in the presence of prior art, this utility model provides a kind of earth pressure balanced shield, EPBS synchronous grouting system System, it provides a kind of use longevity strengthening slip casting environment seal and adding system for balancing earth-pressure shielding machine tail sealing The earth pressure balanced shield, EPBS synchronous grouting system of life.
For achieving the above object, this utility model have employed following technical scheme:
A kind of compound only pulp grinder structure, including compound only pulpboard, described compound only pulpboard includes arranged in parallel Upper only pulpboard and lower only pulpboard, be provided with abrasive rubber layer between described upper only pulpboard and lower only pulpboard.
Wherein, one end of described compound only pulpboard flushes, and the other end is for shifting to install, and described compound only pulpboard is wrong The end of the abrasive rubber layer that position arranges end extends to stop outside pulpboard and lower only pulpboard, and meanwhile, described upper only pulpboard extends Outside lower only pulpboard.
Specifically, described compound only pulpboard vertically has fixing hole near the position flushing end.
Further, described compound only pulpboard is made up of the first bending segment and the second bending segment.
Further, the junction of described first bending segment and the second bending segment uses inscribe arc transition.
This utility model also proposes a kind of shielding tunnel excavator, including being combined described in claim 1-5 any one Type stops pulp grinder structure.
Compared to prior art, this utility model has the advantages that
1, the setting of compound only pulpboard, adds wearability;When after the abrasion of upper only pulpboard, abrasive rubber layer is made in elasticity With lower, upper only pulpboard wearing part is compensated;
2, gap synchronous grouting between crag and shield tail when shield machine is pushed ahead, compound only pulpboard is because of stress backward Extend the seal forming confined space to strengthen slip casting environment;Prevent serosity from pouring in down a chimney impact construction to shield body leading portion, reduce slurry The waste of liquid also ensures section of jurisdiction installation quality, improves work efficiency.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is that utility model assembles structural representation;
Fig. 3 is that this utility model assembling uses structural representation.
Detailed description of the invention
Below in conjunction with the accompanying drawings and the technical scheme in this utility model is further illustrated by embodiment.
Embodiment 1
As it is shown in figure 1, a kind of compound only pulp grinder structure, including compound only pulpboard 7, described compound only pulpboard 7 includes Upper only pulpboard 2 arranged in parallel and lower only pulpboard 1, be provided with abrasive rubber between described upper only pulpboard 2 and lower only pulpboard 1 Layer 3.In this utility model, the setting of compound only pulpboard 7, adds wearability;When abrasive rubber layer 3 after the abrasion of upper only pulpboard 2 Under elastic reaction on only pulpboard 2 wearing part compensate.
Embodiment 2
As it is shown on figure 3, this utility model also proposes a kind of shielding tunnel excavator, including claim 1-5 any one Described compound only pulp grinder structure.In this utility model, the setting of compound only pulpboard 7, adds wearability;When upper only pulpboard 2 After abrasion abrasive rubber layer 3 under elastic reaction on only pulpboard 2 wearing part compensate.Therefore, shield machine is pushed ahead Gap synchronous grouting between Shi Yanbi 8 and shield tail 4, compound only pulpboard 7 extends formation confined space backward to increase because of stress The seal of injection slurry environment;Prevent serosity from pouring in down a chimney impact construction to shield body leading portion, reduce the waste of serosity and ensure that section of jurisdiction is pacified Packing quality, improves work efficiency.
Shield machine driving time, fluid motor-driven cutterhead rotate, start shield machine thrust oil cylinder simultaneously, by shield machine to Front propelling, along with pushing ahead of propelling cylinder, cutterhead persistently rotates, and is cut the quarrel soil got off and is full of clay bin, now opens The dregs that cutting is got off by dynamic conveying worm is displaced on belt conveyor, after by the soil of belt haulage to slag-soil truck In case, more vertically it is transported to ground by shield well head.Driving controls soil discharge quantity and casting speed, when clay bin and helical feed When quarrel soil in machine runs up to some, the resistance that the cut dregs of excavation face enters clay bin through cutter groove increases, and works as mud When the water pressure of the soil pressure of Tu Cang and the soil pressure of excavation face and subsoil water balances each other, excavation face just can keep stable, excavation face Corresponding above ground portion also will not cave in or swell, as long as at this moment keeping the slag transferred out from conveying worm and clay bin When soil amount and dregs amount phase equilibrium in person who lives in exile's clay bin of cut, excavate work and just can be smoothed out.Pipe sheet assembling shield After structure machine tunnels the distance of a ring, by duct piece assembling machine straight joint or staggered joint erection single shell lining section of jurisdiction, make tunnel time molding. Gap synchronous grouting between crag 8 and shield tail 4 when shield machine is pushed ahead, compound only pulpboard 7 extends backward because of stress shape Become confined space to strengthen the seal of slip casting environment.Prevent its serosity from pouring in down a chimney impact construction to shield body leading portion, it is achieved to reduce slurry The waste of liquid also ensures section of jurisdiction installation quality, improves work efficiency.
Embodiment 3
Seeing Fig. 1, Fig. 2, Fig. 3 in conjunction with the embodiments 1 and embodiment 2, one end of described compound only pulpboard 7 flushes, institute The end that flushes stating compound only pulpboard 7 is connected with the shotcrete pipe 5 on shield tail 4, when assembling, by compound for bolt-through only pulpboard The fixing hole 9 vertically offered on 7, by running through bolt the flushing compound only pulpboard 7 on end and shield tail 4 of fixing hole 9 Shotcrete pipe 5 connects, wherein, and the setting of shotcrete pipe 5 end slope the angle of inclination phase with compound only pulpboard 7 first bending segment 10 With, make shotcrete pipe 5 and compound only pulpboard 7 blind-mate fixed installation.The other end is for shifting to install, and described compound stopping is starched Plate 7 shifts to install end for being connected with crag 8;Wherein, described compound only pulpboard 7 shifts to install the abrasive rubber layer 3 of end End extends to stop outside pulpboard 2 and lower only pulpboard 1, and meanwhile, described upper only pulpboard 2 extends to down stop outside pulpboard 1.Use Time, the end of the upper only pulpboard 2 of compound only pulpboard 7 being in close contact with crag 8 and is connected, abrasive rubber layer 3 extends upper stopping The position of pulpboard 2 and crag 8 are in close contact to be formed and seal.Abrasive rubber extends to stop outside pulpboard 2, it is simple to compensates crag 8 and sinks Fall, the space of formation of subsiding;Make compound only formation tight seal between pulpboard 7 and crag 8.
Embodiment 4
As shown in Figure 1, Figure 2, Figure 3 shows and in conjunction with the embodiments 1 and embodiment 2, described compound only pulpboard 7 by with on shield tail 4 The first bending segment 10 of connecting of shotcrete pipe 5 and form for the second bending segment 11 of being connected with crag 8.Being combined of bending structure Type stops the design of pulpboard 7, makes compound only pulpboard 7 more tight with the connection of shotcrete pipe 5 and crag 8, more endurance during slip casting, Preventing under the pressure of injection slurry, compound only pulpboard 7 deforms or loses.The gradient of the first bending segment 10 and shotcrete pipe 5 The gradient of end is identical, makes shotcrete pipe 5 be connected with the first bending segment 10 coupling, and sealing is higher.Described first bending segment 10 Use inscribe arc transition with the junction of the second bending segment 11, make the endurance of compound only pulpboard 7 strengthen, while slip casting Stress is avoided to concentrate.
Finally illustrating, above example is only in order to illustrate the technical solution of the utility model and unrestricted, although ginseng According to preferred embodiment, this utility model is described in detail, it will be understood by those within the art that, can be to this The technical scheme of utility model is modified or equivalent, without deviating from objective and the model of technical solutions of the utility model Enclosing, it all should be contained in the middle of right of the present utility model.

Claims (6)

1. a compound only pulp grinder structure, it is characterised in that: include that compound only pulpboard, described compound only pulpboard include mutually The upper only pulpboard be arrangeding in parallel and lower only pulpboard, be provided with abrasive rubber layer between described upper only pulpboard and lower only pulpboard.
2. a kind of compound only pulp grinder structure as claimed in claim 1, it is characterised in that: one end of described compound only pulpboard Flushing, the other end is for shifting to install, and the end of the described compound only abrasive rubber layer that pulpboard shifts to install end only extends to Outside pulpboard and lower only pulpboard, meanwhile, described upper only pulpboard extends to down stop outside pulpboard.
3. a kind of compound only pulp grinder structure as claimed in claim 2, it is characterised in that: near neat on described compound only pulpboard The position of flush end vertically has fixing hole.
4. the compound only pulp grinder structure of one as described in claim 1-3 any one, it is characterised in that: described compound only slurry Plate is made up of the first bending segment and the second bending segment.
5. a kind of compound only pulp grinder structure as claimed in claim 4, it is characterised in that: described first bending segment and the second bending The junction of section uses inscribe arc transition.
6. a shielding tunnel excavator, it is characterised in that: include the compound only pulp grinder described in claim 1-5 any one Structure.
CN201620631275.XU 2016-06-23 2016-06-23 A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure Expired - Fee Related CN205689221U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620631275.XU CN205689221U (en) 2016-06-23 2016-06-23 A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620631275.XU CN205689221U (en) 2016-06-23 2016-06-23 A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure

Publications (1)

Publication Number Publication Date
CN205689221U true CN205689221U (en) 2016-11-16

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863680A (en) * 2016-06-23 2016-08-17 重庆睿安特盾构技术股份有限公司 Composite grouting stop mechanism and shield tunnel boring machine with same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863680A (en) * 2016-06-23 2016-08-17 重庆睿安特盾构技术股份有限公司 Composite grouting stop mechanism and shield tunnel boring machine with same

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

Granted publication date: 20161116

Termination date: 20180623