• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    1444068 Blasting and reinforcing large cavities in rock T J HALLENIUS and K I SAGEFORS 11 July [30 July 1973 16 May 1974] 30737/74 Heading E1F A method of blasting out and reinforcing rack cavities comprises the steps of cutting out in the rock outside the side walls of the required cavity arcuate tunnels 12, 13 extending between the bottom 18 and top levels of said side walls and filling said tunnels with a reinforcing material to form in said tunnels arcuate beams which are wholly embedded in the rock, said steps of cutting out the tunnels and filling them with reinforcing material being carried out before the rock cavity is completely excavated. The material may be concrete, preferably reinforced concrete. The tunnels will usually be arranged in pairs, the tunnels of such a pair being located opposite each other and outside opposite side walls of the cavity. The tunnels 12, 13 may be continued as at 6, 19 above the roof and below the floor in curved or inclined form so that the cavity may be encircled by reinforcing beams. Spaced horizontal beams may also be similarly formed about the rock zone surrounding the cavity.
    公开号:SU912053A3
    申请号:SU742049661
    申请日:1974-07-30
    公开日:1982-03-07
    发明作者:Иеркер Халлениус Торе；Ивар Сагефорс Карл
    申请人:за вители；
    IPC主号:
    专利说明:

    The invention relates to underground construction and can be used in the construction of workings of large cross-section.
    There is a known method of constructing underground g workings of large cross section, including preliminary driving along the periphery of a workout of a system that strengthens the adit massif with filling them with bearing material, for example, to SP concrete.
    The disadvantage of this method is the high consumption of materials for the lining of the structure, which should fully absorb all the rock pressure.
    There is also known a method of constructing underground mining of large cross-section, including the preliminary strengthening of the rock mass beyond its contour 20, the development of the rock and the construction of a constant lining [2],
    The disadvantage of this method is the lack of reliability of improving the properties of the array. 25
    The purpose of the invention is to increase the stability of the array and the reliability of the fastening workings.
    This goal is achieved in that the preliminary strengthening of the rock mass is carried out by sinking around the design section of the future development of a system of closed tunnels located in a vertical plane at a certain distance from it, and filling them with bearing material, such as concrete.
    In this case, it is advisable to go through additional horizontal enclosed tunnels intersecting the vertical ones and forming a whip-like system with them.
    In addition, the lining of the development of a large cross-section can be connected with the supporting material of the adits with auxiliary adits or anchors.
    The drawing shows an underground. development of a large section, cross section.
    912053 4
    Prior to the production facilities 1 g of large cross section around it at a certain distance from the circuit design system 2 are closed tunnels 3 "arranged in a vertical plane, and fill them with the carrier material, such as concrete. To further increase stability, horizontal closed tunnels 4 can be traversed that intersect vertical ones and form a cage system with them.
    Then, in a known manner, the development of a large cross section is constructed and its lining is constructed, which can be connected to previously passed closed adits using auxiliary adits 5. filled with supporting material, or anchors.
    Thus, according to the proposed method, the development of a large cross section is constructed in a pre-fixed array, and its lining can be facilitated, given that the main load from the rock pressure is perceived by the bearing material & closed adits.
    权利要求:
    Claims (2)
    [1]
    Before construction of a large section 1 begins around it, at a certain distance from the project contour 2, the system of closed galleries 3 located in a vertical plane passes through, and is filled with a supporting material, for example, concrete. To further increase stability, horizontal closed galleries, k, intersecting the vertical and forming a cage system with them, can be traversed. Then, the production of a large cross section is constructed by a known method and its lining is erected, which can be connected to previously closed galleries using auxiliary rod 5 filled with carrier material or anchors. Thus, according to the proposed method, the production of a large cross section is constructed in a pre-fixed array, and its lining can be facilitated given that the main load from the rock pressure is perceived by the carrier material 6 of the galleries. Claim 1. Method for constructing a large-scale underground mining, including pre-reinforcement of the rock mass outside its contour, 9 34 times cutting of the rock and erection of a permanent lining, characterized in that, in order to increase the stability of the massif and the reliability of fixing production, preliminary strengthening the rock mass is carried out by sinking around the design section of the future development of a system of closed tunnels located in a vertical plane of the scale and a distance of ying their carrier material, such as concrete. 2. The method according to claim 1, characterized in that, in addition, horizontal closed galleries pass, intersecting the vertical and forming together the cell-like system. 3. Method according to paragraphs. 1 and 2, in that the lining of the production of a large cross section is connected with the supporting material of the tunnels with auxiliary galleries, also filled with supporting material, or anchors. Sources of information taken into account during the examination 1. USSR author's certificate number, class, E 21 D 1/00, 1969.
    [2]
    2.Procudings North American Rapeid Excanion and Tunne conference, June 5-7. 1972, Chicago, vol. 1, c. 52, fig. 8 (prototype). Priority on the grounds: 07/30/73 - according to paragraph 1. 16.05-74 - according to paragraph 2 and 3.
    Ych /
    eleven
    / e
    %
    H
    "four
    I
    tl
    类似技术:
    公开号 | 公开日 | 专利标题
    SU912053A3|1982-03-07|Method of constructing large-area underground working
    CN102758632B|2014-10-29|Rock stratum double initial support layering method for establishing large-scale underground structure
    CN102226403B|2013-11-13|Construction method of large-span subway station main body by using arched cover method and station main body structure
    CN105370304B|2018-12-18|High stress strong disturbance coal seam gob side entry retaining multistage reinforcement means
    CN106050283B|2018-02-06|A kind of three soft coal layer re-exploration laneway support design method and device
    CN105064397B|2017-05-17|Open excavation construction method for expanding excavation of station on metro interzone shield tunnel foundation
    Han et al.2019|Multiple and long-term disturbance of gob-side entry retaining by grouped roof collapse and an innovative adaptive technology
    CN104061000B|2016-08-31|Touch wall sinking passage formula tunnel partition wall and method of construction thereof
    CN105626083A|2016-06-01|Construction method for permeable ribbed multiple-arch tunnel
    CN110552731A|2019-12-10|top coal caving stoping roadway grouting anchor cable supporting structure and advanced supporting method thereof
    CN205013013U|2016-02-03|Secretly dig station supporting construction suitable for last soft hard formation down
    CN104265294A|2015-01-07|Coal pillar-free mining technology for blasting mining face of steeply dipping seam
    CN112324442A|2021-02-05|Excavation method of large-section tunnel
    SU1017778A1|1983-05-15|Single-vault station for deep underground electric railway
    SU983198A1|1982-12-23|Retaining wall and method of erecting same
    SU989083A1|1983-01-15|Method of driving large-section workings
    CN105909290A|2016-08-31|Device and method for controlling roof settling during filling mining of column part
    CN208364128U|2019-01-11|A kind of Karst Fissures tunnel-liner bracing means
    GB1363686A|1974-08-14|Method for producing undercuttings for buildings
    RU2082883C1|1997-06-27|Method of construction of deep-seated subway station
    RU2026494C1|1995-01-09|Method for driving horizontal mine workings
    SU1191590A1|1985-11-15|Tunnel lining
    SU929861A1|1982-05-23|Method of roof support in areas of matching large-section mine workings
    Yang et al.2020|Analysis on Deformation Control Technology for Large-Span Subway Tunnels from High-Narrow Channel
    SU715798A1|1980-02-15|Method of mining gently sloping ore bodies
    同族专利:
    公开号 | 公开日
    DE2434200B2|1977-09-15|
    YU37009B|1984-08-31|
    HK14377A|1977-04-01|
    CH589781A5|1977-07-15|
    NO132968B|1975-11-03|
    IL45242D0|1974-10-22|
    DE2434200C3|1978-05-03|
    EG14472A|1984-03-31|
    FI58387B|1980-09-30|
    NO132968C|1976-02-11|
    ES428693A1|1976-09-01|
    JPS5117805B2|1976-06-04|
    CS171193B2|1976-10-29|
    ATA584074A|1977-09-15|
    CA1008678A|1977-04-19|
    IL45242A|1977-06-30|
    JPS5071130A|1975-06-12|
    NO742195L|1975-02-24|
    DD115936A5|1975-10-20|
    YU211374A|1982-02-25|
    FI217274A|1975-01-31|
    BR7406028D0|1975-05-06|
    FI58387C|1981-01-12|
    AR210244A1|1977-07-15|
    DE2434200A1|1975-02-20|
    US3996751A|1976-12-14|
    PL93120B1|1977-05-30|
    AT343169B|1978-05-10|
    GB1444068A|1976-07-28|
    FR2239561A1|1975-02-28|
    FR2239561B1|1976-12-24|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    CN102953739A|2012-10-26|2013-03-06|中铁二十二局集团第六工程有限公司|Bidirectional punching method for underground excavation of subway station|US960940A|1910-02-18|1910-06-07|George W Jackson|Art of constructing tunnels in the earth.|
    FR728858A|1931-12-28|1932-07-12|Construction method for tunnels or other similar underground works|
    DE1058535B|1957-06-29|1959-06-04|Walter Hielmann Dr Ing|Process for the construction of extensive underground spaces, e.g. B. from tunnels or bunkers|
    DE1809326C3|1968-11-16|1975-04-17|Held & Francke Bauaktiengesellschaft, 8000 Muenchen|Method of making a tunnel or adit|US4192629A|1976-12-13|1980-03-11|Hallenius Tore J|System for the storage of radioactive material in rock|
    SE416690B|1977-06-30|1981-01-26|Wp System Ab|PLANT FOR STORAGE OF RADIOACTIVE MATERIAL IN BERG|
    WO1988008608A1|1987-04-22|1988-11-03|Uwe Eggert|Store|
    SE465171B|1989-12-06|1991-08-05|K Svensson|PROCEDURE BEFORE SELECTION OF MOUNTAIN SPACES|
    AT396710B|1991-09-04|1993-11-25|Mayreder Kraus & Co Ing|METHOD FOR PRODUCING LONG-STRETCHED, LARGE-VOLUME UNDERGROUND CAVES|
    US5746540A|1994-05-12|1998-05-05|Hindle; David J.|Method of isolating a nuclear reactor or other large structures|
    CN100451295C|2007-08-17|2009-01-14|中铁十二局集团有限公司|Tunnel dredging method suitable for railway large section IV, V class rock tunnel|
    CN101655001B|2009-06-03|2011-08-10|中国水利水电第七工程局有限公司|Underground workshop rock wall beam trench steel tube drilling sample frame and construction method thereof|
    US8650830B2|2013-03-08|2014-02-18|John Cogburn|Method of basement construction|
    WO2015188693A1|2014-06-13|2015-12-17|长江勘测规划设计研究有限责任公司|Construction layout of underground nuclear power station nuclear island plant underground cavern group being perpendicular to mountain depth direction|
    WO2015188695A1|2014-06-13|2015-12-17|长江勘测规划设计研究有限责任公司|Construction layout of combined cavern group of underground nuclear power plant in depth direction of mountain|
    CN104061007B|2014-06-13|2016-06-15|长江勘测规划设计研究有限责任公司|Super-span dome reserved center, a kind of nuclear reactor cavern, underground rock pillar construction technology|
    CN104314583A|2014-09-03|2015-01-28|山西煤炭运销集团晋城有限公司|Support method of coal seam roadway empty area|
    CN105888696A|2016-06-30|2016-08-24|中铁四局集团第四工程有限公司|Construction method of large-section tunnel|
    CN106246192A|2016-08-22|2016-12-21|北京市政路桥股份有限公司|Large-scale karst cave treatment under a kind of tunnel basis and base plate and tunnel excavation method|
    CN106884660A|2017-04-28|2017-06-23|中国矿业大学|A kind of method that protection pillar base angle presplit blasting release controls roadway deformation|
    CN106979021B|2017-05-05|2019-01-11|中铁十二局集团有限公司|Large-section loess tunnel excavates and preliminary bracing quick closure cyclization method|
    CN109653209A|2019-01-17|2019-04-19|中交（广州）建设有限公司|City station rock excavation construction technology|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    SE7310504A|SE375580B|1973-07-30|1973-07-30|
    SE7406572A|SE385491B|1974-05-16|1974-05-16|METHOD FOR EXPLOSION AND REINFORCEMENT OF BERGRUM|
    [返回顶部]