CN106593482A - Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle - Google Patents

Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle Download PDF

Info

Publication number
CN106593482A
CN106593482A CN201611199432.5A CN201611199432A CN106593482A CN 106593482 A CN106593482 A CN 106593482A CN 201611199432 A CN201611199432 A CN 201611199432A CN 106593482 A CN106593482 A CN 106593482A
Authority
CN
China
Prior art keywords
steel plate
roadway
rubber
roadway floor
hardening 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.)
Pending
Application number
CN201611199432.5A
Other languages
Chinese (zh)
Inventor
许兴亮
宋志坚
孙大增
李俊生
田素川
刘忠堂
王东杰
刘青鑫
俞庆彬
马晓健
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 University of Mining and Technology CUMT
Original Assignee
China University of Mining and Technology CUMT
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 University of Mining and Technology CUMT filed Critical China University of Mining and Technology CUMT
Priority to CN201611199432.5A priority Critical patent/CN106593482A/en
Publication of CN106593482A publication Critical patent/CN106593482A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/15Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Road Paving Structures (AREA)

Abstract

Provided is a heaven roadway floor quick hardening device suitable for traveling of a rubber-tyred vehicle. The heaven roadway floor quick hardening device is laid on a roadway floor which is liable to heave. The hardening device comprises a plurality of segmented steel plates with patterns, the width of the segmented steel plates is equivalent to that of an excavated roadway, and the segmented steel plates are connected into a whole in an end-to-end mode through hook mechanisms in the length direction. The segmented steel plates are connected flexibly so as to effectively adapt to slight heaving deformation of the roadway. When the heaving deformation of the roadway is severe, deflection deformation of the steel plates is severe, and normal transportation of the rubber-tyred vehicle is influenced, the segmented steel plates can be removed, the heaving portion of the roadway is removed through excavation, the disconnected segmented steel plates are connected again after the roadway floor is flattened, roadway floor heaving can be effectively solved, and the rubber-tyred vehicle can work normally.

Description

A kind of bottom distension roadway floor quick-hardening device for being suitable for rubber-tired cart walking
Technical field
The present invention relates to a kind of bottom distension roadway floor quick-hardening device for being suitable for rubber-tired cart walking, is mainly used in solving coal The problem that railless free-wheeled vehicle cannot normally walk after the deformation of ore deposit floor lift in gallery.
Background technology
Affected by mining operation, tunnel roof and floor and two helps rock mass to be deformed and displacement, tunnel are produced into tunnel The phenomenon that base plate swells upwards is referred to as bottom distension.Drift section reduces, hinders transport and pedestrian, hinders ore deposit caused by the distension institute of bottom Well is divulged information so that many mines are had to put into substantial amounts of man power and material and do the interim process work such as " planted agent ", seriously Meeting cause scrapping for whole piece tunnel, the production and safety to mine produces very big restriction.
At present, the method that floor lift in gallery process work mainly hardens base plate using cement concrete, under certain condition should Method can make the railless free-wheeled vehicle can be with normal work with effective control bottom distension.But some problems are there is also, cement concrete is hard After change, roadway floor swelling stress cannot discharge, and to a certain extent, the cement bottom plate of artificial aging still energy accumulation can occur Bottom distension destruction, causes railless free-wheeled vehicle impassable.
The content of the invention
In order to overcome the above-mentioned deficiency of prior art, the present invention to provide a kind of bottom distension roadway floor for being suitable for rubber-tired cart walking Quick-hardening device, the device can not only effectively adapt to bottom distension small deformation, and bottom distension deflection can be removed first point when larger Section steel plate, carries out roadway floor and excavates levelling construction, after floor lift in gallery is eliminated, then the quick segmentation steel plate of overlap joint again, so as to Rubber-tired cart normal work is effectively ensured.
The present invention solves the technical scheme of its technical problem employing:A kind of bottom distension roadway floor for being suitable for rubber-tired cart walking Quick-hardening device, is laid on the roadway floor of easy bottom distension, and the curing system includes several segmentation steel with decorative pattern Plate, the span length after being segmented the width of steel plate and excavating is suitable, is segmented in the longitudinal direction between steel plate and adopts hitch gear It is end to end to be connected, it is flexibly connected between segmentation steel plate, can adjust in time between steel plate, little bottom distension deformation is adapted to, The bottom distension that bending section tunnel can be met simultaneously is processed.
Compared to existing technology, a kind of bottom distension roadway floor quick-hardening device for being suitable for rubber-tired cart walking of the invention, by It is flexibly connected between segmentation steel plate, without playing bottom when bottom distension deflection is little, is adapted to floor lift in gallery, and does not interfere with Railless free-wheeled vehicle normal work;When floor lift in gallery deflection is big, bottom distension part, smooth tunnel can be removed and cut out to segmentation steel plate After base plate the segmentation steel plate of dismounting overlapped again again, it is not necessary to traditional post-curing, it is seen then that this process floor lift in gallery Device is convenient effectively.
Description of the drawings
With reference to the accompanying drawings and examples the present invention is further described.
Fig. 1 is the structural representation of one embodiment of the invention.
Fig. 2 is the structural representation of hitch gear in one embodiment of the invention.
Fig. 3 is the sectional view in Fig. 2 at I.
In figure, 1, roadway floor, 2, segmentation steel plate, 3, hitch gear, 4, connecting portion, 5, coupler body, 6, groove.
Specific embodiment
To make purpose, technical scheme and the advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is A part of embodiment of the present invention, rather than the embodiment of whole.Based on the embodiment in the present invention, ordinary skill people The every other embodiment that member is obtained under the premise of creative work is not made, belongs to protection scope of the present invention.
Fig. 1 to Fig. 3 shows the structural representation of a preferred embodiment of the invention, a kind of applicable rubber-tired cart in figure The bottom distension roadway floor quick-hardening device of walking, is laid on the roadway floor 1 of easy bottom distension, and the curing system includes some The individual segmentation steel plate 2 with decorative pattern, the span length after being segmented the width of steel plate 2 and excavating is suitable, is segmented in the longitudinal direction It is connected using hitch gear 3 is end to end between steel plate 2.
Preferably implement structure and be as one kind of the present embodiment, the length of the segmentation steel plate 2 is 2000mm, thick Spend for 10mm.
Referring to shown in Fig. 2 and Fig. 3, the hitch gear 3 includes a connecting portion 4 and two coupler bodies 5, and two coupler bodies 5 are opened Mouth down and it is connected on connecting portion 4 by end symmetric thereafter, is provided with recessed in the two ends upper surface of the segmentation length direction of steel plate 2 Groove 6, the connecting portion 4 of hitch gear 3 is fixedly connected on segmentation steel plate 2, such as welding, bolt connection, riveting etc., hitch gear 3 are connected at the groove 6 of adjacent segmentation steel plate 2 by coupler body 5, and the hook of coupler body 5 is located in groove 6 and forms dismountable connection. But the version of hitch gear 3 is not limited to this, can also be that other can realize the feasibility structure being detachably connected.
After roadway excavation, laying is suitable with span length on the roadway floor 1 of easy bottom distension, and section length is 2000mm, thickness is segmentation steel plates 2 of the 10mm with decorative pattern, and segmentation steel plate 2 with decorative pattern is faced up laying, segmentation steel Connected using hitch gear 3 between plate 2, making the segmentation steel plate 2 of laying becomes an entirety, normal so as to meet railless free-wheeled vehicle The requirement of transport.It is flexibly connected due to being segmented between steel plate 2, floor lift in gallery small deformation can be effectively adapted to, with the wide tunnels of 3m As a example by, when bottom distension amount is less than 150mm, the deformation for being segmented steel plate 2 is adapted to the bottom distension in tunnel, it is ensured that the normal row of railless free-wheeled vehicle Sail;When floor lift in gallery deflection is big, bottom distension deflection reaches more than 150mm, the segmentation deflection deformation of steel plate 2 and bottom distension roadway deformation It is uncoordinated, occur cavity between segmentation steel plate 2 and roadway floor 1, driving appearance is unstable, badly influences rubber-tired cart transport When, segmentation steel plate 2 can be removed, and floor lift in gallery part is cut out, the weight of segmentation steel plate 2 that will be removed again after smooth roadway floor 1 New overlap joint, without the need for post-curing.So not only can effective process floor lift in gallery, rubber-tired cart normal work can be made again, constructed Journey is simple, feasible, efficient.
The above, is only presently preferred embodiments of the present invention, not does any pro forma restriction to the present invention, it is every according to According to the technical spirit of the present invention, to any simple modification and equal change done by above example, the guarantor of the present invention is each fallen within Within the scope of shield.

Claims (3)

1. a kind of to be suitable for the bottom distension roadway floor quick-hardening device that rubber-tired cart is walked, it is laid on the roadway floor of easy bottom distension (1) on, it is characterized in that:The curing system includes several segmentation steel plates (2) with decorative pattern, is segmented the width of steel plate (2) It is suitable with the span length after excavation, it is segmented in the longitudinal direction between steel plate (2) and is linked to be using hitch gear (3) is end to end Integrally.
2. it is according to claim 1 it is a kind of be suitable for rubber-tired cart walking bottom distension roadway floor quick-hardening device, its feature It is:The length of segmentation steel plate (2) is 2000mm, and thickness is 10mm.
3. a kind of bottom distension roadway floor quick-hardening device for being suitable for rubber-tired cart walking according to claim 1 and 2, it is special Levying is:The hitch gear (3) includes a connecting portion (4) and two coupler bodies (5), and two coupler bodies (5) are opening down and pass through Thereafter end symmetric is connected on connecting portion (4), and in the two ends upper surface of segmentation steel plate (2) length direction groove (6) is provided with, and is hung The connecting portion (4) of hook mechanism (3) is fixedly connected in segmentation steel plate (2), and hitch gear (3) is connected to adjacent by coupler body (5) Segmentation steel plate (2) groove (6) place.
CN201611199432.5A 2016-12-22 2016-12-22 Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle Pending CN106593482A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611199432.5A CN106593482A (en) 2016-12-22 2016-12-22 Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611199432.5A CN106593482A (en) 2016-12-22 2016-12-22 Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle

Publications (1)

Publication Number Publication Date
CN106593482A true CN106593482A (en) 2017-04-26

Family

ID=58600793

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611199432.5A Pending CN106593482A (en) 2016-12-22 2016-12-22 Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle

Country Status (1)

Country Link
CN (1) CN106593482A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110578537A (en) * 2019-08-28 2019-12-17 龙口矿业集团有限公司 Anti-impact hooked metal net and using method thereof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87210205U (en) * 1987-07-14 1988-03-30 中国人民解放军89001部队 Equipment for temporary pavement
CN2215508Y (en) * 1995-03-07 1995-12-20 中国人民解放军89001部队 Multi-purpose metal plate for paving road
JP2002030606A (en) * 2000-07-14 2002-01-31 Woody Sannai:Kk Temporary road on soft ground and road surface structure for temporary road
CN101487218A (en) * 2009-02-05 2009-07-22 王强 Simple road and bridge laying apparatus
CN204139018U (en) * 2014-08-19 2015-02-04 中国建筑第七工程局有限公司 A kind of paving slab for mud ground
CN104499400A (en) * 2014-12-11 2015-04-08 冯愚斌 Base plate for rapidly constructing temporary road on soft pavement
CN204825598U (en) * 2015-07-15 2015-12-02 湖北华舟重工应急装备股份有限公司 A connect assembly that is used for stereoplasm road -surfacing car and road deck
CN205100056U (en) * 2015-11-13 2016-03-23 四川加力机电有限公司 Detachable snow tire wedge

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87210205U (en) * 1987-07-14 1988-03-30 中国人民解放军89001部队 Equipment for temporary pavement
CN2215508Y (en) * 1995-03-07 1995-12-20 中国人民解放军89001部队 Multi-purpose metal plate for paving road
JP2002030606A (en) * 2000-07-14 2002-01-31 Woody Sannai:Kk Temporary road on soft ground and road surface structure for temporary road
CN101487218A (en) * 2009-02-05 2009-07-22 王强 Simple road and bridge laying apparatus
CN204139018U (en) * 2014-08-19 2015-02-04 中国建筑第七工程局有限公司 A kind of paving slab for mud ground
CN104499400A (en) * 2014-12-11 2015-04-08 冯愚斌 Base plate for rapidly constructing temporary road on soft pavement
CN204825598U (en) * 2015-07-15 2015-12-02 湖北华舟重工应急装备股份有限公司 A connect assembly that is used for stereoplasm road -surfacing car and road deck
CN205100056U (en) * 2015-11-13 2016-03-23 四川加力机电有限公司 Detachable snow tire wedge

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
中国电子科技集团公司第十四研究所: "《有源相控阵雷达天线结构技术》", 30 June 2016, 西安电子科技大学出版社 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110578537A (en) * 2019-08-28 2019-12-17 龙口矿业集团有限公司 Anti-impact hooked metal net and using method thereof
CN110578537B (en) * 2019-08-28 2020-11-24 龙口矿业集团有限公司 Anti-impact hooked metal net and using method thereof

Similar Documents

Publication Publication Date Title
CN106930777B (en) The construction method that Bored Section of Metro main track assembled two serves as a contrast
CN205977229U (en) Arcading tunnel non - flushes entrance to a cave structure suitable for bias voltage condition
CN104763434B (en) A kind of without coal column double lanes driving method
CN104790974A (en) City subway overlapped shield tunnel segment structure adopting special longitudinal connecting pieces
CN101864959A (en) Method for tunneling construction of main structure of underground station
CN204457792U (en) A kind ofly dig large diameter shield tunnel with many pilot tunnel methods and the subway station of building
CN110486021B (en) Construction method for converting large-section tunnel into two small-section tunnels
CN104632245A (en) Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station
CN102146794A (en) Grouting, consolidating and gob-side tunneling process method
CN102587933A (en) Gob-side entry retaining method using prefabricated walls
CN206888990U (en) A kind of Shallow Covered Metro Station separates open type structure
CN113027495B (en) Underground excavation large-span station construction method implemented by interval tunnel organization
CN202703579U (en) Large slope inclined shaft rail transport construction apparatus
CN104500071B (en) Seam mining avoids the gob-side entry retaining method of dynamic pressure impact
CN106593482A (en) Heaven roadway floor quick hardening device suitable for traveling of rubber-tyred vehicle
CN109183841A (en) Prefabricated piping lane assembling and construction method based on U-shaped shield machine
CN211666747U (en) Coal mine underground crossheading roadway tunneling composite supporting device
CN105937400B (en) It is a kind of once to tunnel Liu Sheshuan lanes digging operation production line
CN205990921U (en) Double-deck lining cutting special defects circular cross section Tunneling by mining method structure
CN104895604A (en) Construction method of lane filling retained roadway
KR20020024912A (en) Method of construct a tunnel
CN112030773B (en) Construction method for bridging between open pit coal mine stope and refuse dump
CN205369243U (en) Take soil nail that prestretches of stiffening rib
CN109958456B (en) Advanced reinforcement construction method for building tunnel in stratum without self-stability capability
CN105937401A (en) Support method for U-type ventilation primary tunneling setting-up double roadways

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170426