CN110439612A - A kind of mould bag barricade and construction method - Google Patents

A kind of mould bag barricade and construction method Download PDF

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Publication number
CN110439612A
CN110439612A CN201910830404.6A CN201910830404A CN110439612A CN 110439612 A CN110439612 A CN 110439612A CN 201910830404 A CN201910830404 A CN 201910830404A CN 110439612 A CN110439612 A CN 110439612A
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CN
China
Prior art keywords
barricade
mould bag
layer
steel wire
filling
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
CN201910830404.6A
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Chinese (zh)
Inventor
李向东
张海云
李强
王亚军
王玉丁
盛佳
刘东锐
万兵
周益龙
张为星
李士超
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Changsha Institute of Mining Research Co Ltd
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Changsha Institute of Mining Research Co Ltd
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Publication date
Application filed by Changsha Institute of Mining Research Co Ltd filed Critical Changsha Institute of Mining Research Co Ltd
Priority to CN201910830404.6A priority Critical patent/CN110439612A/en
Publication of CN110439612A publication Critical patent/CN110439612A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F15/00Methods or devices for placing filling-up materials in underground workings
    • E21F15/005Methods or devices for placing filling-up materials in underground workings characterised by the kind or composition of the backfilling material
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F15/00Methods or devices for placing filling-up materials in underground workings
    • E21F15/02Supporting means, e.g. shuttering, for filling-up materials
    • E21F15/04Stowing mats; Goaf wire netting; Partition walls
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Revetment (AREA)

Abstract

The present invention is a kind of mould bag barricade and construction method, discloses the method that barricade is built in soft substrate, this method constitutes barricade using mould bag, including following steps: the first step selectes the position for building barricade;Second step, the fixing anchor bar in the ore-rock around barricade position;Third step, the metal binding wire on anchor pole form steel wire;4th step cleans up barricade bottom surface, and tile first floor mould bag;5th step fills charges into first floor mould bag, and consolidation is waited to complete, and second layer mould bag is placed on first floor mould bag, fills charges, and consolidation is waited to complete, and repeats, until blocking entire barricade region.The present invention utilizes filling filling slurry in mould bag, barricade is formed after equal filling slurries consolidation, the barricade can sink with the softening of soft substrate, and then make to be not in spillage mouth between barricade and substrate, again because barricade is made of that the case where barricade avalanche will not occur using filling slurry is filled in mould bag.

Description

A kind of mould bag barricade and construction method
Technical field
The present invention relates to underground mine production techniques, more particularly, to a kind of mould bag barricade and construction method.
Background technique
Current country advocates the construction in green circulatory mine energetically, to reduce the accumulation of earth's surface barren rock and controlling due to opening Caused Ground pressure activity is adopted, in existing underground metal mine, the mode of afterwards filling is mostly used to carry out Mined-out Area control.And mined out Before area's processing, dead zone lower part need to be blocked with filling counterfort, the flowing of slurry is controlled with this, realize stope filling process Safety and stability.
Current barricade is constructed in stable ore-rock region more, and it is steady that filling safety can be effectively ensured in reasonable barrier wall structure parameter It is fixed, and be applied on flexible subserate, a series of problems will occur.Though by the applicable cases of domestic and international filling counterfort it is found that barricade Stability is good, but since slurry is under the action of head pressure, acts on to structural weak region, easily weakens flexible subserate and is formed Liquefaction area destroys barricade lower part ground, and slurry channel is led in formation, and as the height of filling slurry increases, the increase of slurry pressure, pole has Slurry leakage hazard may occur in the later period, seriously jeopardize downhole safety operation.
Therefore, how filling counterfort is constructed on flexible subserate, be a technical problem to be solved urgently.
Summary of the invention
The technical problem to be solved by the present invention is a kind of mould bag barricade is overcome the deficiencies of the prior art and provide, barricade benefit With filling slurry is poured in mould bag, barricade is formed after slurry consolidation to be filled, if soft substrate is due to filling water softening, mould bag gear Wall can also sink therewith, not occur spillage mouth.
The technical solution adopted by the present invention to solve the technical problems is: a kind of construction method of mould bag barricade, including such as Lower step:
Include the following steps:
The first step selectes the position for building barricade;
Second step, the fixing anchor bar in the ore-rock around barricade position;
Third step, the metal binding wire on anchor pole form steel wire;
4th step cleans up barricade bottom surface, and tile first layer mould bag;
5th step fills filler into first layer mould bag, waits the filler in first layer mould bag to consolidate and completes, then first Second layer mould bag is placed on layer mould bag, continues to fill filler to second layer mould bag, waits the filler in second layer mould bag solid Knot is completed, then places third layer mould bag, is repeated, until blocking entire barricade region.
Further, in third step, the steel wire bound on anchor pole is two layers.The double-deck setting of steel wire can be thick using one One is thin, forms steel wire frame first with thick steel wire, is forming steel wire on frame with finer wire.
Further, in third step, one layer of geotextiles are covered on the surface of steel wire.
Further, in the 5th step, charges are filling slurry, and stowing operation is that extender paste, drainage, benefit are filled into mould bag Slurry, drainage wait filling slurry consolidation in mould bag to complete.
The present invention further solves technical solution used by its technical problem: a kind of mould bag barricade, including mould bag sheet Body, mould bag body interior fill filler, and multiple mould bag ontology hierarchies stack to form barricade, which builds in soft substrate, Barricade and the siding of surrounding are closely adjacent to together.
Further, the filler is filling slurry.
Further, the ore-rock is equipped with anchor pole.
Further, metal binding wire net on the anchor pole, the steel wire are located at the side of barricade.
Further, the reinforcing bar net surface is equipped with geotextiles.
Further, the soft substrate in side of the barricade far from steel wire is equipped with collecting gutter.
Further, mould bag is laid in the soft substrate of side of the barricade far from steel wire.In the present embodiment, barricade The substrate direction of side far from steel wire is on the outside of stope, and corresponding on the outside of stope is on the inside of stope, and stope inside exists It is region to be filled in the present invention, will be separated on the inside of stope with stope outside using barricade, barricade forms region to be filled The sealing space of portion's opening, filling slurry are launched downwards into region to be filled from top, finally fill area to be filled domain.At this In embodiment, by also layer overlay mould bag in the substrate on the outside of stope, a part of barricade is become, liquid can be made in this way Filling slurry enter region to be filled after, will not be leaked from the substrate on the outside of stope.
Beneficial effects of the present invention:
The present invention forms barricade after waiting filling slurries to consolidate, which can be with soft base using filling slurry is filled in mould bag The softening at bottom and sink, and then make to be not in spillage mouth between barricade and substrate, and because barricade is to utilize filling in mould bag Filling slurry is made, and barricade avalanche will not occurs.It is laid with one layer of mould bag in the substrate on the outside of stope again, can be prevented wait fill out The filling slurry for filling region is leaked from the substrate on the outside of stope.
Detailed description of the invention
Fig. 1-is the diagrammatic cross-section that mould bag barricade is connect with top plate and side plate;
Fig. 2-is A-A view;
Fig. 3-is the top view on the outside of stope.
In figure: the soft substrate of 1-, 2- mould bag, 3- side plate, 4- anchor pole, 5- top plate, 6- steel wire, 7- collecting gutter, 21- first Layer mould bag, 22- second layer mould bag, 23- third layer mould bag.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and embodiments.
Referring to Fig.1 ~ Fig. 3: a kind of mould bag barricade, including mould bag ontology, mould bag body interior fill filler, multiple mould bags Ontology hierarchy stacks to form barricade, which builds in soft substrate 1, and the ore-rock of barricade and surrounding is closely adjacent to together.
In the present embodiment, the position of barricade is built in regional choice to be filled in advance, the ore-rock around barricade can be by Locality is divided into top plate 5, side plate 3 and soft substrate 1.Region to be filled is the subsequent region for carrying out filling slurry filling, is The sealing space of upper opening will be formed with filling region using barricade, filling slurry is launched downwards from top into area to be filled Area to be filled domain is finally filled in domain.
Bolthole is dug in top plate 5 and 3 top of side plate, anchor pole 4 is inserted into bolthole, is provided for subsequent metal binding wire net Supporting point, the anchor pole are with screw-thread steel or impressed anchor pole 4 without particular/special requirement, but for convenience of binding steel wire 6 and geotextiles Preferably.Steel wire can be using the double-deck setting, and the double-deck setting of steel wire can be carefully combined using one thick one, first with thick Steel wire forms steel wire frame, steel wire is being formed on frame with finer wire, specifically, the diameter of thicker wire can be 6mm.
Steel wire is bound on anchor pole, specifically, bundling steel wire on anchor pole, steel wire is not required to cover entire section, If the distance of top plate to soft substrate is more than five meters or more, the setting position at the top of steel wire is from the downward 1.5m of top plate To be suitable, and corner must have affluence, and steel wire is to increase to be attached between steel wire and side plate there are rich purpose Add the bonding strength of steel wire Yu surrounding ore-rock.After the completion of steel wire binding, one layer of geotextiles are covered on the surface of steel wire, Particularly geotextiles are equipped with close to the side in region to be filled in steel wire.Geotextiles, also known as geotextile, it is by synthesizing Water penetration geosynthetics made of fiber is pierced or woven by needle, the purpose that geotextiles are arranged here is in order to subsequent When keeping out filling slurry in region to be filled, water can be allowed to filter out, without allowing filling slurry to filter out.
The large rock mass or sharp objects that will be laid at mould bag 2 are cleaned, to prevent filling filling slurry rear mold into mould bag Bag is punctured by object, so that filling slurry flows out.Tile first layer mould bag 21 in soft substrate after cleaning, then to mould bag In fill up filling slurry, the water of filling slurry can overflow outward in mould bag, in order to which water to be discharged, can be catchmented with setting on the outside of stope Water can be guided to storage area by collecting gutter 7 by ditch 7, be side of the barricade far from steel wire on the outside of stope, on the outside of stope with Separated between region to be filled by barricade.Specifically, barricade determines barricade ruler with three width, height and thickness sizes Very little, collecting gutter 7 is arranged along the width direction of barricade, and the water filtered out in mould bag is collected into collecting gutter as far as possible, then passes through Diversion pipe or diversion trench discharge.
After the water discharge of filling slurry in mould bag, it will appear unsaturation in mould bag, at this moment continue to fill out into mould bag Filling slurry is filled, the water of slurry to be filled is discharged again, waits filling slurry consolidation.
After the filling slurry consolidation in first layer mould bag, carries out second layer mould bag and be laid with 22, filled in second layer mould bag The mode of filling slurry is identical as first layer mould bag, also passes through and fills up filling slurry, drainage, the process for mending slurry and drainage, most After waiting filling slurry consolidation afterwards, the laying of third layer mould bag 23 is carried out.General entire barricade can pass through three layers of mould bag or four layers Mould bag composition carries out the laying of the 4th layer of mould bag if the laying of third layer mould bag is not bonded with top plate also, until and top plate It fits together.
Mould bag is successively laid with, and is because if once multilayer film bag while being laid with and being filled, when most rear mold bag In filling slurry consolidation after, mould bag barricade can be presented a kind of both ends and stick up, the low shape in middle part so that mould bag barricade and top plate and Side plate connection is not close, needs subsequent remedy.
And complete one layer of mould bag filling process after, then carry out next layer mould bag filling, until reach top plate because filling The mobility of extender paste at the beginning, final mould bag and top plate and side plane contact face are close together, and keep out subsequent wait fill out When filling the filling slurry filled in region, filling slurry will not be made to flow out from the junction of mould bag barricade and top plate and side plate.
In the present embodiment, it can be laid with one layer of mould bag in the soft substrate on the outside of stope, carry out filling material in mould bag The filling of slurry, when can make in this way to area filling filling slurry to be filled, even if filling slurry is from the base in region to be filled Bottom is corroded to the base lower portion on the outside of stope, as the blocking of mould bag will not leak.
After mould bag barricade is built, filling slurry can be filled into region to be filled.The advantages of mould bag barricade It is: if traditional barricade is built in soft substrate, when the water in filling slurry erodes soft substrate, so that soft Substrate softens, and traditional barricade will appear damage, and when the filling slurry flowed in region to be filled increases, traditional barricade may go out Now collapse;And compared with traditional barricade, mould bag barricade can be built in soft substrate, because if soft substrate is by water erosion Soften, that mould bag barricade can sink, and can block filling slurry in the same old way, and bottom edge and side are not in spillage Mouthful, and top will appear the phenomenon that being detached from top plate, need subsequent filling, but not opposite area filling filling material to be filled Slurry has an impact because only gap can occur on barricade top, and in region to be filled fill filling slurry be all from bottom to On start to pour, finally can just reach top, can suspend during this period to region to be filled pour filling slurry, or using point It criticizes to region to be filled and pours filling slurry, i.e., using first part filling slurry is poured to region to be filled, to the filling of this part After slurry solidification, then to region to be filled pouring part filling slurry, until area filling to be filled is expired.Both modes are equal The time in the gap between the filling of mould bag barricade and top plate can be given.In addition, filling filling slurry in mould bag is selected to form barricade, It is that the moisture of filling slurry in mould bag can be made to overflow, without overflowing because mould bag has extraordinary dehydration property and block pulp Filling slurry out, while the moisture of the filling slurry in region to be filled can also be spilled over to collecting gutter by geotextiles and mould bag, And then it is discharged into storage area.
A kind of construction method of mould bag barricade, includes the following steps:
The first step selectes the position for building barricade;
Second step, the fixing anchor bar in the ore-rock around barricade position;
Third step, the metal binding wire on anchor pole form steel wire;
4th step cleans up barricade bottom surface, and tile first floor mould bag;
5th step fills filling slurry into first floor mould bag, and consolidation is waited to complete, and second layer mould bag is placed on first floor mould bag, Filling slurry is filled, consolidation is waited to complete, is repeated, until blocking entire barricade region.

Claims (10)

1. a kind of construction method of mould bag barricade, characterized by the following steps:
The first step selectes the position for building barricade;
Second step, the fixing anchor bar in the ore-rock around barricade position;
Third step, the metal binding wire on anchor pole form steel wire;
4th step cleans up barricade bottom surface, and tile first layer mould bag;
5th step fills filler into first layer mould bag, waits the filler in first layer mould bag to consolidate and completes, then first Second layer mould bag is placed on layer mould bag, continues to fill filler to second layer mould bag, waits the filler in second layer mould bag solid Knot is completed, then places third layer mould bag, is repeated, until blocking entire barricade region.
2. a kind of construction method of mould bag barricade according to claim 1, it is characterised in that: in third step, bound on anchor pole Steel wire be two layers.
3. a kind of construction method of mould bag barricade according to claim 1, it is characterised in that: in third step, in steel wire Surface covers one layer of geotextiles.
4. a kind of construction method of mould bag barricade according to claim 1, it is characterised in that: in the 5th step, the charges For filling slurry, stowing operation is to fill extender paste into mould bag, drainage, mend slurry, drainage, waits filling slurry consolidation in mould bag It completes.
5. a kind of mould bag barricade, it is characterised in that: including mould bag ontology, mould bag body interior fills filler, multiple mould bag sheets Body layer stack forms barricade, which builds in soft substrate, and the ore-rock of barricade and surrounding is closely adjacent to together.
6. a kind of mould bag barricade according to claim 5, it is characterised in that: the filler is filling slurry.
7. a kind of mould bag barricade according to claim 5, it is characterised in that: the ore-rock is equipped with anchor pole.
8. a kind of mould bag barricade according to claim 7, it is characterised in that: metal binding wire net on the anchor pole, the steel wire Net is located at the side of barricade, and the reinforcing bar net surface is equipped with geotextiles.
9. a kind of mould bag barricade according to claim 8, it is characterised in that: the soft base in side of the barricade far from steel wire Bottom is equipped with collecting gutter.
10. a kind of mould bag barricade according to claim 8, it is characterised in that: the pine of side of the barricade far from steel wire Mould bag is laid on flexible subserate.
CN201910830404.6A 2019-09-04 2019-09-04 A kind of mould bag barricade and construction method Pending CN110439612A (en)

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CN201910830404.6A CN110439612A (en) 2019-09-04 2019-09-04 A kind of mould bag barricade and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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CN110439612A true CN110439612A (en) 2019-11-12

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110721492A (en) * 2019-11-15 2020-01-24 中化重庆涪陵化工有限公司 Method for plugging sulfur leakage of liquid in rectification tank
CN112899475A (en) * 2021-03-25 2021-06-04 长沙矿山研究院有限责任公司 Multistage linkage collection device and method for mineral leaching liquid of metal mine dump leaching field
CN116842623A (en) * 2023-08-30 2023-10-03 武汉科技大学 Method and system for calculating, analyzing and reinforcing stability of filling retaining wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110721492A (en) * 2019-11-15 2020-01-24 中化重庆涪陵化工有限公司 Method for plugging sulfur leakage of liquid in rectification tank
CN112899475A (en) * 2021-03-25 2021-06-04 长沙矿山研究院有限责任公司 Multistage linkage collection device and method for mineral leaching liquid of metal mine dump leaching field
CN116842623A (en) * 2023-08-30 2023-10-03 武汉科技大学 Method and system for calculating, analyzing and reinforcing stability of filling retaining wall
CN116842623B (en) * 2023-08-30 2023-11-10 武汉科技大学 Method and system for calculating, analyzing and reinforcing stability of filling retaining wall

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