[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN102490218A - Production method and manufacture process for mine timbers - Google Patents

Production method and manufacture process for mine timbers Download PDF

Info

Publication number
CN102490218A
CN102490218A CN2011103918971A CN201110391897A CN102490218A CN 102490218 A CN102490218 A CN 102490218A CN 2011103918971 A CN2011103918971 A CN 2011103918971A CN 201110391897 A CN201110391897 A CN 201110391897A CN 102490218 A CN102490218 A CN 102490218A
Authority
CN
China
Prior art keywords
assembly
mine
time
density
timber
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
CN2011103918971A
Other languages
Chinese (zh)
Inventor
宋庆华
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 CN2011103918971A priority Critical patent/CN102490218A/en
Publication of CN102490218A publication Critical patent/CN102490218A/en
Pending legal-status Critical Current

Links

Images

Abstract

The invention relates to a method and a manufacture process (figures) using growing poplar rotary cutting veneers to produce mine timbers, which mainly resolves the problems that mine supports cannot meet requirements of highly concentrated stress of surrounding rock of deep mining areas, large osmotic pressure of underground water and gradient rising of ground temperature. The production method and the manufacture process are characterized in that apparent density (actual measurement) of the growing poplar rotary cutting veneers is used to confirm density of end product mine timbers according to density of wood; and compression ratio can be accumulated through ratio between densities, and the thickness of one-time mine timber assembly can be decided through the compression ratio. Modified urea resin and melamine formaldehyde resin are used to be mixed to form adhesives. Technological parameters of one-time assembly can be decided according to the compression ratio and curing temperature, time and pressure. When the one-time assembly is finished, a secondary assembly is processed, and finally end product mine timbers are finished. The production method and the manufacture process have the advantages that the mechanical strength of end products is 1.5 times of natural solid wood, ratio of strength to weight is better than steel, and end products are good in fireproof performance, waterproof performance, shock resistance and creep deformation resistance, even in mass and capable of substituting metal supports.

Description

A kind of production method of mine mine timber and manufacturing process
Technical field
The present invention relates to the living poplar rotary cut venner of a kind of utilization speed, mine main is with the method and the manufacturing process of mine timber.
Background technology
For a long time, used supporting has timbering (mine timber), frictional metal chock (anchor pole), monomer liquid pressure type pillar in the China's coal-mine exploitation.These several kinds of rack forms all are suitable for the roadway support in exploiting field, superficial part coal seam.But the superficial part resource has moved towards exhausted now, and seam mining extends to the deep.At present mining depth all surpasses 800 meters, have in addition surpassed 1000 meters.Owing to do not understand the deformation fracture mechanism of deep tunnel country rock and shallow workings country rock; Ambient stress exists huge difference; So still adopt shallow workings country rock bracket support commonly used; Cause anchor metal under the stress of high concentration, the underground flood peak osmotic pressure strengthens, geothermal gradient raises, and is broken under the changeable situation of terrain environment.Various ways supportings such as U-shaped steel support unit serious distortion were lost efficacy, and roadway deformation reaches 1-2m.Adopt which kind of bracket support could solve colliery deep tunnel surrouding rock stress and concentrate, the underground flood peak osmotic pressure is big, and geothermal gradient raises, the difficult point that terrain environment is changeable, and this is a urgent problem.
Summary of the invention:
The present invention concentrates for the existing bracket support of solution can not satisfy the deep tunnel surrouding rock stress, and the underground flood peak osmotic pressure is big, and geothermal gradient raises, the changeable problem of terrain environment.
For addressing the above problem, the invention provides a kind of method and manufacturing process of utilizing the living poplar rotary cut venner assembly mine main mine timber of speed.This method is at first measured the apparent density of the living poplar rotary cut venner moisture content of speed below 5-7%; Confirm the density of finished product mine timber according to the density of timber; With the ratio of the density of the apparent density of rotary cut venner and finished product mine timber, confirm compression ratio; Confirm the thickness of an assembly of mine timber with compression ratio; The adhesive consumption; Adhesive adopts modified urea-formaldehyde resin and melamine resin blend; According to compression ratio, adhesive solidification temperature, time, pressure, confirm temperature, pressure, time, technological parameter required when an assembly is suppressed.After treating that an assembly finishes, carry out the secondary assembly by required mine timber size, carry out precompressed behind the assembly, sawing becomes required mine timber size after the precompressed, carries out hot pressing again, and hot pressing time, temperature, pressure are confirmed according to thickness, the adhesive of secondary assembly.Reach and satisfy the problem that deep tunnel country rock bracket support needs solve.
Following advantage and beneficial effect have been compared in supporting under the present invention and the existing well: 1, practice thrift timber and reduce cost.2, finished product has the mechanical strength above 1.5 times of woods.3, the higher ratio of strength to weight is arranged, hot strength is 4 times of iron, and compressive strength is concrete 5 times, and the ratio of strength to weight more is superior to steel.4, finished product has excellent fireproof performance and resistance to elevated temperatures, and anti-fire ability is not less than 2h, is superior to the steel fire resistance.5, inherited the wood characteristic, good weatherability, anti-seismic performance is strong, and good shock resistance is arranged, and creep-resistant property is good.6, quality is even, and variability is little, and change rate of strength is below 12%.
Description of drawings:
Describe the present invention below in conjunction with accompanying drawing
Accompanying drawing 1: the technological process of production block diagram of mine mine timber of the present invention
A veneer arrangement → veneer gluing → veneer splicing → assembly → precompressed → hot pressing → second glue spreading → secondary assembly → precompressed → sawing → hot pressing → moulding
An assembly form of accompanying drawing 2 mine mine timbers of the present invention sketch map
Accompanying drawing 3: be accompanying drawing 21 veneer splicing sketch mapes
Accompanying drawing 4: be accompanying drawing 22 veneer splicing sketch mapes
Accompanying drawing 5: be accompanying drawing 23 veneer splicing sketch mapes
Accompanying drawing 6: be accompanying drawing 24 veneer splicing sketch mapes
Accompanying drawing 7: be secondary assembly sketch map
In the accompanying drawing 3: 5 veneers (615 * 1220mm) 6 press strips (20 * 615mm)
In the accompanying drawing 4: 7 veneers (615 * 610mm)
In the accompanying drawing 5: 8 veneers (615 * 910mm) 9 veneers (310 * 615mm)
In the accompanying drawing 7: 10 glue-lines, 11 sawing lines
The specific embodiment:
The method that the present invention adopts is: 1, confirm the section of getting the raw materials ready parameter.(1) confirm poplar rotary cut venner apparent density, finished product mine timber density is confirmed according to the density of timber in (2), and compression ratio is tried to achieve with the rotary cut venner apparent density and the ratio of finished product mine timber density in (3), and an assembly thickness (number of plies), weight are confirmed with compression ratio in (4).2, confirm technological parameter in the pressing process.(1) with an assembly thickness, required temperature, pressure, time when adhesive solidification required time, temperature, pressure, assembly moisture content are confirmed the compacting of assembly.(2) according to assembly compact dimensions and actual required finished product mine timber cross dimensions, confirm secondary assembly thickness.(3) according to secondary assembly thickness, confirm glue-line number, glue consumption.Temperature, pressure, time when (4) confirming compacting according to glue consumption.
Embodiment: the mine timber of making 180 * 180 * 2400mm
1, preparatory stage parameter: (1) rotary cut venner moisture content is below 7%, specification 615 * 1220 * 3, density 0.308g/cm 3(2) with reference to density of wood 0.40-0.80g/cm 3Get finished product mine timber density 0.60g/cm 3(3) confirm compression ratio: finished product mine timber density ÷ rotary cut venner density=0.6 ÷ 0.3=2, confirm assembly thickness 60mm one time, the veneer assembly is seen accompanying drawing 2,3,4,5,6, form (20 layers).(4) confirm resin added: by every m 2165-220g.
Technological parameter when 2, confirming compacting.(1) modified urea-formaldehyde resin solidification temperature 105-125 ℃, time 5mm-10mm, pressure 2MPa, 125 ℃ of melamine formaldehyde resin solidification temperatures, time 5-8min, pressure 2.0-2.5Mpa.(2) confirm hot compression parameters: 145 ℃-170 ℃ of press temperatures.Precooling pressure 3.0-4.0MPa, hot pressing pressure 2.5-3.5Mpa, time 20-30s/mm, slab thickness is 30mm after the assembly moulding.
3, carry out the secondary assembly.By the requirement of mine timber dimensional thickness 180mm, with 6 slabs that 30mm is thick, behind the gluing assembly together, it is thick to be of a size of 180mm; Width is 615mm, and length 2440mm carries out precompressed and colds pressing; Pressure is 3.0-4.0Mpa, and squeeze time 30-60min saws then and processes 180 * 180 * 2400 mine timber material; Carry out hot pressing, hot pressing temperature 145-170 ℃, hot pressing time 60-90min.

Claims (9)

1. the method and the manufacturing process of the living poplar rotary cut venner mine main mine timber of speed is characterized in that: the living poplar rotary cut venner apparent density of speed below the actual measurement moisture content 5-7%.Confirm finished product mine timber density according to the timber apparent density.Ratio with two density is obtained compression ratio, confirms assembly thickness, assembly form one time with compression ratio.Confirm assembly pressing process parameter one time with assembly thickness, adhesive consumption, solidification temperature, pressure, time.
2. according to the said method of claim 1, it is characterized in that the living poplar rotary cut venner thickness 2-3mm apparent density of said moisture content 5-7% speed is 0.3~0.4g/cm 3
3. according to the said method of claim 1, it is characterized in that said density according to timber is confirmed the density 0.6~0.65%g/cm of finished product mine timber 3
4. according to the said method of claim 1, it is characterized in that the living poplar rotary cut venner of said speed apparent density is tried to achieve compression ratio 1.5~2.0 with the ratio of finished product mine timber density.
5. according to the said method of claim 1, it is characterized in that the said adhesive of using is modified urea-formaldehyde resin, flour, curing agent, melamine amine formaldehyde resin blend, weight ratio 100%: 10%: 0.4-0.8%: 30-35%.
6. according to the said method of claim 1, it is characterized in that a said assembly pressing process parameter: precompressed cold pressure 2.0-3.0Mpa, time 60-90min, hot pressing temperature 145-180 ℃, pressure 3.0-4.0Mpa, time 30-60min.Secondary assembly precompression 3.0-4.0Mpa, time 60-90min, hot pressing temperature 145-170 ℃, pressure 2.5-3.5Mpa, time 40-80min.
7. one kind is used to realize that the said speed of claim 1 living poplar rotary cut venner mine main mine timber method and manufacturing process comprise: veneer arrangement, veneer gluing, veneer splicing, assembly, precompressed, hot pressing, second glue spreading, secondary assembly, precompressed, sawing, hot pressing, moulding.
8. said according to Claim 8 method is characterized in that, a said assembly form should be with single width, veneer, rift grain butt joint, and butt joint leaves the 1.0-1.5mm slit, with 10-20mm wide (rift grain), and thickness 10-15 road thin plate tooled joint.
9. said according to Claim 8 method, it is levied the spy and is the upper and lower veneer seaming position of the said assembly 300-600mm that should stagger.
CN2011103918971A 2011-12-01 2011-12-01 Production method and manufacture process for mine timbers Pending CN102490218A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011103918971A CN102490218A (en) 2011-12-01 2011-12-01 Production method and manufacture process for mine timbers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011103918971A CN102490218A (en) 2011-12-01 2011-12-01 Production method and manufacture process for mine timbers

Publications (1)

Publication Number Publication Date
CN102490218A true CN102490218A (en) 2012-06-13

Family

ID=46182100

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011103918971A Pending CN102490218A (en) 2011-12-01 2011-12-01 Production method and manufacture process for mine timbers

Country Status (1)

Country Link
CN (1) CN102490218A (en)

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0374518A (en) * 1989-08-11 1991-03-29 Yanmar Diesel Engine Co Ltd Air cooler for engine
CN2224709Y (en) * 1994-11-19 1996-04-17 上海钢琴公司 Composite paulownia
US20050139287A1 (en) * 2003-12-24 2005-06-30 Meinan Machinery Works, Inc. Veneer lathe and method of cutting wood block by the veneer lathe
CN2923236Y (en) * 2006-03-08 2007-07-18 冯士祥 Hard wood plate material
CN101069971A (en) * 2007-06-07 2007-11-14 林文信 Pure china-fir three-layer real-wood integrated material and making method
CN201009310Y (en) * 2007-03-14 2008-01-23 华商技研(天津)家具有限公司 Fast growing forest tree consequent veneer
CN201030599Y (en) * 2007-02-12 2008-03-05 锦州市福山木业有限责任公司 Same-texture split joint adhesive-bonded panel
CN201098930Y (en) * 2007-09-29 2008-08-13 祃平原 Veneer composite board
JP4209982B2 (en) * 1999-01-14 2009-01-14 株式会社太平製作所 Method for manufacturing plate material using lace single plate material
JP2009073148A (en) * 2007-09-25 2009-04-09 Panasonic Electric Works Co Ltd Production method of wooden flooring
CN201881443U (en) * 2010-11-05 2011-06-29 中国林业科学研究院木材工业研究所 Laminated wood
CN102259366A (en) * 2011-08-05 2011-11-30 李源林 Production technology of compound core-boards

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0374518A (en) * 1989-08-11 1991-03-29 Yanmar Diesel Engine Co Ltd Air cooler for engine
CN2224709Y (en) * 1994-11-19 1996-04-17 上海钢琴公司 Composite paulownia
JP4209982B2 (en) * 1999-01-14 2009-01-14 株式会社太平製作所 Method for manufacturing plate material using lace single plate material
US20050139287A1 (en) * 2003-12-24 2005-06-30 Meinan Machinery Works, Inc. Veneer lathe and method of cutting wood block by the veneer lathe
CN2923236Y (en) * 2006-03-08 2007-07-18 冯士祥 Hard wood plate material
CN201030599Y (en) * 2007-02-12 2008-03-05 锦州市福山木业有限责任公司 Same-texture split joint adhesive-bonded panel
CN201009310Y (en) * 2007-03-14 2008-01-23 华商技研(天津)家具有限公司 Fast growing forest tree consequent veneer
CN101069971A (en) * 2007-06-07 2007-11-14 林文信 Pure china-fir three-layer real-wood integrated material and making method
JP2009073148A (en) * 2007-09-25 2009-04-09 Panasonic Electric Works Co Ltd Production method of wooden flooring
CN201098930Y (en) * 2007-09-29 2008-08-13 祃平原 Veneer composite board
CN201881443U (en) * 2010-11-05 2011-06-29 中国林业科学研究院木材工业研究所 Laminated wood
CN102259366A (en) * 2011-08-05 2011-11-30 李源林 Production technology of compound core-boards

Similar Documents

Publication Publication Date Title
CN102179842B (en) Manufacturing method of impregnation densified veneer enhanced laminated veneer lumber
CN102371605A (en) Manufacturing method of I-shaped wood laminated veneer lumber (LVL)
CN101747524B (en) Material for reinforcement of coal and rock and preparation process and application thereof
CN105666627B (en) High-strength bamboo wood open tubular column and preparation method
CN109025056A (en) A kind of raw bamboo confined concrete composite structure
CN104592485A (en) Fire-retardant high-flexibility two-shot grouting material and preparation method thereof
CN103086672A (en) Wet spraying concrete and production method thereof
CN101602880A (en) A kind of chemical slip casting strengthening material and preparation method thereof
CN103452586A (en) Gob expanding material prestressed filling method and prestressed filling material
CN201972707U (en) Reinforced concrete gob-side isolation wall of sandwich anchor
CN102490218A (en) Production method and manufacture process for mine timbers
Li et al. Research and prospects of bamboo bolts in China: state of the art
CN100494116C (en) Mine engineering material for pit wood sleepers and preparation method thereof
CN209277383U (en) A kind of precast concrete rock wool combined wall board
CN105735104B (en) The high-strength bamboo wood beam of box and preparation method
CN204370435U (en) Earthen ruins bolt anchorage structure
CN201924611U (en) Concrete post reinforcing device after fire hazard
CN106700008B (en) Mining composite material and the method that steel construction, grillage erection are prepared by it
CN201863273U (en) Misplaced, mitered and recombined structural timber
CN114132020A (en) Bamboo-wood composite recombined bamboo wood and manufacturing method thereof
CN103015626A (en) Rod and multilayer boards combined T-shaped beam of bottom-chord built-in reinforcement steel bar and manufacturing method of T-shaped beam
CN200989208Y (en) Multielement composite material coal mine prop
CN103305198B (en) Coal mine underground drilling filling reinforcing material
CN202416693U (en) Novel composite partition plate
CN106760538A (en) A kind of new concrete and its construction method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20120613