CN204163762U - A kind of filling in mine barricade - Google Patents

A kind of filling in mine barricade Download PDF

Info

Publication number
CN204163762U
CN204163762U CN201420601368.9U CN201420601368U CN204163762U CN 204163762 U CN204163762 U CN 204163762U CN 201420601368 U CN201420601368 U CN 201420601368U CN 204163762 U CN204163762 U CN 204163762U
Authority
CN
China
Prior art keywords
medium
height trestle
filling
elevating ram
support
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.)
Active
Application number
CN201420601368.9U
Other languages
Chinese (zh)
Inventor
王志芳
王有和
崔继强
赵国亮
孙文杰
陈怀教
何文波
贾文宏
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.)
Jinchuan Group Co Ltd
Original Assignee
Jinchuan Group 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 Jinchuan Group Co Ltd filed Critical Jinchuan Group Co Ltd
Priority to CN201420601368.9U priority Critical patent/CN204163762U/en
Application granted granted Critical
Publication of CN204163762U publication Critical patent/CN204163762U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

A kind of filling in mine barricade, comprise support, upper elevating ram, lower elevating ram and steel form, described steel form is arranged on support, described support is divided into upper bracket, medium-height trestle, lower carriage, described upper bracket is movably connected in the front end of medium-height trestle, described lower carriage is movably connected in the rear end of medium-height trestle, arranges elevating ram between described medium-height trestle and upper bracket, arranges lower elevating ram between described medium-height trestle and lower carriage.The utility model adopts support and oil cylinder to form a steel construction wall, the filling counterfort in mine is realized by upper elevating ram, lower elevating ram and telescopic support, the utility model structural strength is high, be easy to operation, convenient installation, is convenient to underground labour's operation, shortens the time of filling operation, can reuse, reduce filling cost.

Description

A kind of filling in mine barricade
Technical field
The utility model belongs to and relates to mine filling device technical field, is specifically related to a kind of filling in mine barricade.
Background technology
Traditional constructing of filling in mine barricade mainly comprises: (1) builds barricade method by laying bricks or stones, adopts the materials such as hollow brick to build filling counterfort by laying bricks or stones, and reinforces in the whitewashing of barricade external surface.Have that efficiency of construction is low, duty cycle is long, barricade is insecure, barricade collapses and running pulp accident occurs repeatedly, and severe patient can cause underground equipment to be scrapped and human life's safety.(2) sprayed mortar+reinforcing bar walling method, namely first with the position colligation filling counterfort curtain in barricade design such as steel mesh, sackcloth and reinforcing bar, be fixed in top, tunnel, help on reserved anchor pole, adopt wet shot chassis to spray wet shotcreting afterwards on this curtain.(3) sprayed mortar+i iron, namely first in top, barricade design attitude tunnel, side, fixing anchor bar is installed, afterwards by horizontal stroke, the welding of longitudinal i iron thereon, again steel mesh, burlap, geotextiles etc. are fixed thereon, tunnel surrounding adopts sprayed mortar to close again afterwards, and (4) sprayed mortar+arc steel structure method, namely first constructs an arc steel structure, steel work is fixed steel mesh, burlap, afterwards at tunneling boring sprayed mortar closed section.Have with top retaining wall that labor strength is large, efficiency of construction is low, duty cycle is long, barricade is insecure and barricade can not reuse.Barricade collapses and running pulp accident occurs repeatedly, and severe patient can cause underground equipment to be scrapped and human life's safety.
Utility model content
Technical problem to be solved in the utility model provides a kind of filling in mine barricade reused for shortcoming of the prior art.
Following technical scheme is adopted for solving technical problem of the present utility model:
A kind of filling in mine barricade, comprise support, upper elevating ram, lower elevating ram and steel form, described steel form is arranged on support, described support is divided into upper bracket, medium-height trestle, lower carriage, described upper bracket is movably connected in the front end of medium-height trestle, described lower carriage is movably connected in the rear end of medium-height trestle, arranges elevating ram between described medium-height trestle and upper bracket, arranges lower elevating ram between described medium-height trestle and lower carriage.
Described steel form front surface arranges blown-in-place blood gasket.
Described upper bracket is connected by slideway with medium-height trestle, and described lower carriage is hinged on the rear end of medium-height trestle.
Described steel form is made up of multiple construction formwork, and all steel forms and support pass through pinned connection.
The utility model adopts support and oil cylinder to form a steel construction wall, the filling counterfort in mine is realized by upper elevating ram, lower elevating ram and telescopic support, the utility model structural strength is high, be easy to operation, convenient installation, is convenient to underground labour's operation, shortens the time of filling operation, can reuse, reduce filling cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the upward view of Fig. 1;
Fig. 3 is the utility model travel position figure;
Fig. 4 is the working state figure being provided with steel form.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail:
As shown in Figure 1, Figure 2 and Figure 3, a kind of filling in mine barricade, comprises steel form 6, and steel form 6 front surface arranges blown-in-place blood gasket 7.Blown-in-place blood gasket 7 is high strength, height is torn, the composite material that can be used for fire balloon and parachute of high waterproof is made, and blown-in-place blood gasket 7 subregion is inflated separately, in case leak-stopping gas.Steel form 6 forms by the construction formwork of side by side multiple and compact arranged 300*1500*55 is transversely arranged, all steel form 6 and support by pinned connection on support.Support comprises upper bracket 1, medium-height trestle 2, lower carriage 3, upper bracket 1 comprises seven girders, many crossbeams, bent plate, pulley yoke and pulleys, the two ends of crossbeam are welded on girder respectively, and pulley yoke is welded on the lower middle part of upper bracket 1, and pulley is arranged on pulley yoke by bearing pin.Be welded on front side of bent plate on middle two girders, on rear side of bent plate, auxiliary pulley be installed.Medium-height trestle 2 comprises three girders, many crossbeams and slideway, and the two ends of crossbeam are welded on three girders respectively, and slideway is welded on the rear portion of medium-height trestle 2.Upper bracket 1 is connected by slideway with medium-height trestle 2, and lower carriage 3 is hinged on the rear end of medium-height trestle 2.Install elevating ram 4 between medium-height trestle 2 and upper bracket 1, lower elevating ram 5 is installed between medium-height trestle 2 and lower carriage 3.
During work, fuel feeding gives lower elevating ram 5, after lower carriage 3 is concordant with medium-height trestle 2 by pin joint 90-degree rotation, and fuel cut-off pressurize.Between lower carriage 3 and medium-height trestle 2, guard plate is installed, prevents lower carriage 3 from rotating.Fuel feeding gives upper elevating ram 4, drives upper bracket 1 to be risen by slideway, after upper bracket 1 arrives back and compresses, and fuel cut-off pressurize.According to drift section size, steel form 6 is installed, because steel form 6 is provided with multiple pin-and-hole for connecting, by the connection of different hole and support, adjustable can the overall width of filling counterfort, adjustable range 2m-9m.Inflate 5-6bar to blown-in-place blood gasket 7 at filling scene, blown-in-place blood gasket 7 is fixed on the top board of drift section, base plate and two helps shutoff tunnel surrounding, prevent running pulp, spillage, complete the installation work of filling counterfort.After filling completes, blown-in-place blood gasket 7 pressure release, venting; Dismounting steel form 6; Upper elevating ram 4 is regained, and support is set level, and upper elevating ram 4 and lower elevating ram 5 are regained, and are movable to other fill areas and carry out work.

Claims (4)

1. a filling in mine barricade, it is characterized in that: comprise support, upper elevating ram (4), lower elevating ram (5) and steel form (6), described steel form (6) is arranged on support, described support is divided into upper bracket (1), medium-height trestle (2), lower carriage (3), described upper bracket (1) is movably connected in the front end of medium-height trestle (2), described lower carriage (3) is movably connected in the rear end of medium-height trestle (2), elevating ram (4) is set between described medium-height trestle (2) and upper bracket (1), lower elevating ram (5) is set between described medium-height trestle (2) and lower carriage (3).
2. a kind of filling in mine barricade according to claim 1, is characterized in that: described steel form front surface arranges blown-in-place blood gasket (7).
3. a kind of filling in mine barricade according to claim 1 and 2, it is characterized in that: described upper bracket (1) is connected by slideway with medium-height trestle (2), described lower carriage (3) is hinged on the rear end of medium-height trestle (2).
4. a kind of filling in mine barricade according to claim 1 and 2, is characterized in that: described steel form (6) is made up of multiple construction formwork, and all steel forms (6) and support pass through pinned connection.
CN201420601368.9U 2014-10-17 2014-10-17 A kind of filling in mine barricade Active CN204163762U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420601368.9U CN204163762U (en) 2014-10-17 2014-10-17 A kind of filling in mine barricade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420601368.9U CN204163762U (en) 2014-10-17 2014-10-17 A kind of filling in mine barricade

Publications (1)

Publication Number Publication Date
CN204163762U true CN204163762U (en) 2015-02-18

Family

ID=52537461

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420601368.9U Active CN204163762U (en) 2014-10-17 2014-10-17 A kind of filling in mine barricade

Country Status (1)

Country Link
CN (1) CN204163762U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555558A (en) * 2019-01-22 2019-04-02 泓锐(新兴)机械科技有限公司 A kind of recyclable modular alloy barricade of high-efficiency dehydration
CN113356135A (en) * 2021-05-21 2021-09-07 华北水利水电大学 Slide clamping groove type flood control wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555558A (en) * 2019-01-22 2019-04-02 泓锐(新兴)机械科技有限公司 A kind of recyclable modular alloy barricade of high-efficiency dehydration
CN113356135A (en) * 2021-05-21 2021-09-07 华北水利水电大学 Slide clamping groove type flood control wall

Similar Documents

Publication Publication Date Title
CN204267093U (en) A kind of portable filling in mine barricade
CN105134253B (en) Tunnel inverted arch composite entity template and pouring construction method
CN105370298B (en) Loess tunnel once lining hydraulic template trolley
CN107780957B (en) A kind of Quick mechanical gob side entry retaining support system and application method
CN105386778A (en) Tunnel underground excavation and lining construction trolley and tunnel underground excavation and lining construction method
CN109026025B (en) Pipe jacking supporting and jacking system for construction tunnel connection channel
CN105298111B (en) Open cut tunnel lining construction template and its constructing device, method
CN101413393A (en) Gob-side entry retaining side support method of coal bed fully mechanized caving face
CN201661310U (en) Waste rock roadside filling extruded formwork
CN204163762U (en) A kind of filling in mine barricade
CN105927255A (en) Gravel-filled gob-side entry retaining gangue blocking device
CN204457800U (en) Large Cross-section Tunnel in Subway Engineering two serves as a contrast the simple and easy chassis mould of arch wall separate type and builds construction equipment
CN203035204U (en) Large-section tunnel second lining grouping formwork trolley
CN104358576A (en) Automatic sliding mode device of mine laneway and use method
CN104863599B (en) Fully-mechanized mining working synchronously expands side installation method and support system
CN205532651U (en) Mining excavation formula loader platform frame shed structure
CN104533447A (en) Coal face gob-side entry retaining supporting method
CN111648785A (en) Shield tunnel entrance to a cave reinforced structure
CN204299587U (en) The automatic sliding form apparatus of a kind of mine laneway
CN107178390B (en) Movable lifting type coal mine goaf filling device
CN103556603B (en) Rock plastic sealing construction trolley and construction method
CN203583439U (en) Concrete faced rockfill dam plastic water stop construction trolley
CN203296778U (en) Rigid-flexible combination gob-side entry retaining roadway-side shoring device
CN103485792B (en) The construction method of underground continuous wall of movable seal up a door mechanism and reserved opening within the walls
CN206439053U (en) Mould trolley is hanged in the lining cutting of tunnel inverted arch

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant