CN201050378Y - Mining support metal net - Google Patents

Mining support metal net Download PDF

Info

Publication number
CN201050378Y
CN201050378Y CNU2006201658372U CN200620165837U CN201050378Y CN 201050378 Y CN201050378 Y CN 201050378Y CN U2006201658372 U CNU2006201658372 U CN U2006201658372U CN 200620165837 U CN200620165837 U CN 200620165837U CN 201050378 Y CN201050378 Y CN 201050378Y
Authority
CN
China
Prior art keywords
bonding jumper
roadway
reinforcement bonding
mesh
metal bars
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
CNU2006201658372U
Other languages
Chinese (zh)
Inventor
溥玉山
王铁
徐忠和
王瑞
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNU2006201658372U priority Critical patent/CN201050378Y/en
Application granted granted Critical
Publication of CN201050378Y publication Critical patent/CN201050378Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Wire Processing (AREA)

Abstract

A mine supporting metal mesh grid belongs to the protecting net, which is composed of a plurality of horizontal metal bars (1) and a plurality of vertical metal bars (2) and characterized in that the surface of each horizontal metal bar (1) and vertical metal bar (2) is an uneven surface. The horizontal metal bars (1) and the vertical metal bars (2) are in upper and lower staggered braiding to be in the formation of a concave convex surface mesh (3) structure in upper and lower connection. On the concave convex surface mesh (3), the meshes in a rectangular or equilateral shape are formed. The intersection of the horizontal (1) and vertical (2) metal bars is provided with a welding contact (5) for fixed connection. The adoption of this scheme has the advantages that the reinforcing steel bar mesh grid used has stable performance with even stress, high strength and excellent bearing property. The net will not be torn in the networking, thereby the repair of roadway is not required and the input costs of the secondary roadway maintenance can be reduced. With the application of this supporting mesh grid, the roadway driving can be sped up, and the cyclical footage of roadway driving is enhanced. Therefore, the overall support capability of the roadway is improved, and the construction quality of mine roadway is ensured.

Description

The metal knitted net of mining supporting
Technical field
The utility model belongs to protective screening.It is specifically related to the structure of the metal knitted net of a kind of mining supporting.
Background technology
Along with the mankind's the development and the progress of society, people increase day by day to the demand of coal.But the exploitation in colliery has certain degree of difficulty, if there are not good safeguard procedures to be easy to cause the accident.Mine laneway was subjected to zone of fracture location that geological conditions influences and coal seam to separate the exploitation top that rehearses and adopted diamond mesh, plastic mesh, diamond mesh and plastic mesh etc. mostly in the past.These establishment nets all adopt woven method, produce metallic steel silk and plastic strip earlier, and then be woven into diamond mesh and plastic wire, this series products is because himself performance, the reason of intensity, to soft, net easily hangs down during roadway support under the big condition of fragmentation and roof pressure, intensity is low, influences workmanship.Also do not have at present a kind ofly can overcome exist in the supportings such as original use diamond mesh or plastic wire easily loose, the net that easily hangs down, the low metal knitted net of mining supporting that influences the workmanship defective of intensity.
Summary of the invention
The purpose of this utility model be for overcome that aforesaid ordinary construction protective screening exists to soft, net easily hangs down during roadway support under the big condition of fragmentation and roof pressure, intensity is low, influence the problem of workmanship and be applicable to the coal seam separate zone production work plane top that rehearses more, and water conservancy, special this programme--the metal knitted net of mining supporting that proposes of the needs that engineering bank protections such as highway are reinforced, it uses the reinforcing bar mesh grid to have stable performance, stressed even, the intensity height, advantages such as pressure-bearing property is good, net can not torn during networking, the tunnel is not reprocessed, can reduce secondary maintenance tunnel cost input.
By as above design, the metal knitted net of mining supporting that this programme proposed, be to constitute by many transverse metal bars and many longitudinal metal bars, the surface that it is characterized in that every transverse metal bar and longitudinal metal bar is a convex-concave surface, transverse metal bar and longitudinal metal bar up and down weaving, constituting joins up and down is the male and fomale(M﹠F) network; On the male and fomale(M﹠F) grid, constitute the mesh of rectangle or equilateral shape, be provided with welded contact at the intersection point place of transverse metal bar and longitudinal metal bar and fixedly connected.
Above-mentioned said transverse metal bar and longitudinal metal bar are wavy or shape of threads on the whole.
Be into equidistant (proportional) cross arrangement between above-mentioned said transverse metal bar and the longitudinal metal bar.
The cross section of above-mentioned said transverse metal bar and longitudinal metal bar all can be rounded, square, oval, a kind of in the rectangle.
Above-mentioned said bonding jumper can be in reinforcing bar, iron wire, the band iron a kind of.
Adopt this programme can embody following superiority: (1), the mesh grid of use reinforcing bar have stable performance, and be stressed even, the intensity height, and pressure-bearing property is good.(2), networking the time can not be torn net, and the tunnel is not reprocessed, and can reduce secondary maintenance tunnel cost input.(3), using this net supporting can accelerate to dig lane speed, raising driving cyclic advance.(4), improve the whole support capacity in tunnel, guarantee the mine laneway construction quality, improve degree of safety, further improve site work environment.(5) be colliery Hu Ding, the ideal material that wall supporting rehearses and pushes up, popularizing application prospect is wide.
Description of drawings
Fig. 1 is the structural representation of this programme, and wherein: (1) is the transverse metal bar, and (2) are the longitudinal metal bar, and (3) are the male and fomale(M﹠F) grid, and (4) are mesh, and (5) are welded contact.
Fig. 2 is the A-A sectional view among Fig. 1.
The specific embodiment
The metal knitted net of a kind of mining supporting as shown in the figure, be to constitute by many transverse metal bars (1) and many longitudinal metal bars (2), the surface that it is characterized in that every transverse metal bar (1) and longitudinal metal bar (2) is a convex-concave surface, transverse metal bar (1) and longitudinal metal bar (2) up and down weaving, constituting joins up and down is male and fomale(M﹠F) grid (3) structure; Go up the mesh (4) that constitutes rectangle or equilateral shape at male and fomale(M﹠F) grid (3), be provided with welded contact (5) at the intersection point place of transverse metal bar (1) and longitudinal metal bar (2) and fixedly connected.
Above-mentioned said transverse metal bar (1) is wavy or shape of threads on the whole with longitudinal metal bar (2).
Be into equidistant (proportional) cross arrangement between above-mentioned said transverse metal bar (1) and the longitudinal metal bar (2).
The cross section of above-mentioned said transverse metal bar (1) and longitudinal metal bar (2) all can be rounded, square, oval, a kind of in the rectangle.
Above-mentioned said bonding jumper can be in reinforcing bar, iron wire, the band iron a kind of.

Claims (4)

1. mining supporting reinforcing bar mesh grid, be to constitute by many transverse reinforcement bonding jumpers (1) and many longitudinal reinforcement bonding jumpers (2), the surface that it is characterized in that every transverse reinforcement bonding jumper (1) and longitudinal reinforcement bonding jumper (2) is a convex-concave surface, transverse reinforcement bonding jumper (1) and longitudinal reinforcement bonding jumper (2) up and down weaving, constituting joins up and down is male and fomale(M﹠F) grid (3) structure; Go up the mesh (4) that constitutes rectangle or equilateral shape at male and fomale(M﹠F) grid (3), be provided with welded contact (5) at the intersection point place of transverse reinforcement bonding jumper (1) and longitudinal reinforcement bonding jumper (2) and fixedly connected.
2. a kind of mining supporting reinforcing bar according to claim 1 mesh grid is characterized in that: transverse reinforcement bonding jumper (1) is wavy or shape of threads on the whole with longitudinal reinforcement bonding jumper (2).
3. a kind of mining supporting reinforcing bar according to claim 1 mesh grid is characterized in that: be into equidistant, proportional cross arrangement between transverse reinforcement bonding jumper (1) and the longitudinal reinforcement bonding jumper (2).
4. a kind of mining supporting reinforcing bar according to claim 1 mesh grid is characterized in that: the cross section of transverse reinforcement bonding jumper (1) and longitudinal reinforcement bonding jumper (2) all can be rounded, square, oval, a kind of in the rectangle.
CNU2006201658372U 2006-12-15 2006-12-15 Mining support metal net Expired - Fee Related CN201050378Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2006201658372U CN201050378Y (en) 2006-12-15 2006-12-15 Mining support metal net

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2006201658372U CN201050378Y (en) 2006-12-15 2006-12-15 Mining support metal net

Publications (1)

Publication Number Publication Date
CN201050378Y true CN201050378Y (en) 2008-04-23

Family

ID=39336863

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2006201658372U Expired - Fee Related CN201050378Y (en) 2006-12-15 2006-12-15 Mining support metal net

Country Status (1)

Country Link
CN (1) CN201050378Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106812547A (en) * 2015-12-01 2017-06-09 山东科技大学 Allow and press enhancing supporting mesh

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106812547A (en) * 2015-12-01 2017-06-09 山东科技大学 Allow and press enhancing supporting mesh

Similar Documents

Publication Publication Date Title
CN201232558Y (en) Fully-mechanized mining cutting hole full-section anchored net support
CN202064981U (en) Soft coal layer roadway supporting structure
CN102383420B (en) High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar
CN113250745B (en) Artificial false roof construction method of built-in basalt fiber geogrid reinforced structure
CN103147793B (en) Girdle roadside packing non chain pillar entryprotection method
CN103075165A (en) Composite supporting method of vertical beam of coal road
CN106761743B (en) Continuous slitting pocket type fills room-and-pillar method dead zone stooping pillaring method
CN102493328A (en) Flexible protective shed-tunnel and method for designing same
CN109538210A (en) A kind of soft extremely irregularcoal seam fully mechanized coal face gob-side entry retaining method of high methane three
CN208685703U (en) A kind of prefabricated armored concrete water intaking header structure
CN101487237A (en) Production method of vertical stone blocking net
WO2023134375A1 (en) Large-span false roof structure using downward horizontal approach filling method, and construction method
CN202851079U (en) High water material filling column
CN203039298U (en) A safety protective net used for replacing an overhead ground wire under a special spanning condition
CN201262097Y (en) Coal mine down-hole block-resistant producing area coal bunker
CN105113642B (en) A kind of steel structure node component
CN201050378Y (en) Mining support metal net
CN204551491U (en) A kind of side slope protection greening structure
CN210948737U (en) Efficient and rapid tunneling roadway support facility for inclined small-section half-coal-rock roadway with thin coal seam
CN108396752A (en) A kind of assembled side slope protection flexible net and its construction method
CN106677806B (en) A kind of tubular type canopy frame support structure for underworkings, tunnel
CN202787272U (en) Foundation pit envelop enclosure with prestressed tendons matched on vertical retaining structure
CN208982066U (en) A kind of mine double-layer grid metal mesh
CN203394552U (en) Roadway support protecting net and support system
CN207277368U (en) The anti-collapse rock-fall assembled spring energy dissipating bed course safeguard structure in canopy cave cave top

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
DD01 Delivery of document by public notice

Addressee: Wang Tie

Document name: Notification to Pay the Fees

DD01 Delivery of document by public notice

Addressee: Wang Tie

Document name: Notification of Termination of Patent Right

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080423

Termination date: 20121215