| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 141 | Stabilizing mine roofs | US24202862 | 1962-10-30 | US3260053A | 1966-07-12 | MILLER ROY G |
| 142 | Apparatus and method for the application of multiple component resins | US29446663 | 1963-07-10 | US3214144A | 1965-10-26 | WALTER GUGEL; JOACHIM TONNE FRITZ |
| 1,046,112. Mixing in predetermined proportions. SCHERING A.G. June 21, 1963 [July 19, 1962], No. 24880/63. Heading B1C. Apparatus for introducing multiple-component synthetic resin into a cavity comprises motordriven high pressure gear pumps 3, 4, 5 which feed the components separately and in predetermined proportions to a mixing device 12 such as that disclosed in Specification 1, 020, 262. The pumps, which produce pressures of 50-400 atmospheres, are preferably of equal capacity and their number may be varied according to the desired component proportions. A contact on a manometer 14 on a hose 9 stops the apparatus in case of overload. Storage containers 1, 2 may be heated to control the viscosity of the resin components. | ||||||
| 143 | Means and method for solidifying underground structures | US9275036 | 1936-07-27 | US2233872A | 1941-03-04 | PROCTOR RALPH R |
| 144 | Method of constructing tunnels | US15664837 | 1937-07-31 | US2107671A | 1938-02-08 | KILLMER MILES I |
| 145 | How to protect the surface of the rock or soil | JP2006504477 | 2004-02-26 | JP2006519947A | 2006-08-31 | エッレンベルガー，ペーター |
| 例えばトンネル掘削などにより新しく露出された岩盤または地盤の表面であって、大気への露出によってもろくなる傾向を有する該表面は、該表面のための少なくとも１種の凝固性物質および凝固剤を該表面上で混合するプロセスを用いて、該表面上にフィルムを形成することにより保護することができる。 好ましい凝固性物質は水性ポリマー分散物であり、好ましくは一定程度のゴム状弾性を有するもの、および、さらにアニオン性に安定化されたものである。 | ||||||
| 146 | Injection equipment and injection method | JP54270398 | 1998-04-09 | JP2001518998A | 2001-10-16 | イバン、シーベルト、アンデルソン |
| (57)【要約】 穴（１９）の周囲の割れ目は注入ノズルを通して密封材料（２３）を注入することによって密封されると同時にこの穴（１９）にロックボルト（２０）が固定される。 ロックボルト（２０）は、貫通孔と逆止め弁装置を備えた密封スリーブ（１０−１４）を有し、注入後に穴に残される。 ロックボルト（２０）は、弁ノズルの貫通穴および逆止め弁装置（１６，２０）を通して挿入される。 本発明によれば、逆止め弁の１つの密封素子はロックボルト（２０）で形成され、他の密封素子は、密封ソケット（１６）によって形成される。 これは、ロックボルトに対して押されてたわみ、密封する。 密封材料（２３）の注入は、ロックボルトと密封スリーブ（１０−１４）との間の空隙（２１）を通り、および密封ソケット（１６）のエラストマー性の変形が起こる間に逆止め弁装置（１６，２０）を通って行われる。 | ||||||
| 147 | Ground reinforcing construction method | JP20168298 | 1998-07-16 | JP2000034882A | 2000-02-02 | MITARAI YOSHIO; KAKIUCHI YUKIO; MATSUO TSUTOMU; HANEUMA TORU |
| PROBLEM TO BE SOLVED: To reinforce a ground excellently without broadening the width of a tunnel cross section regarding a ground reinforcing construction method adapted at the time of excavation of a tunnel, a cavern, etc. SOLUTION: A ring bit 20 having a drilling function is installed at the front end of a pipe consisting of a fiber-reinforced resin, a drill rod 22, in which a rock drill 23 is mounted at a base end section and a drill bit 20 is set up detachably at a front end section directly or indirectly to the pipe, is housed in the pipe, drilling is conducted as successively extending the pipes and the drill rods 22 into a ground at the specified places of the facing outer circumference and/or face section of tunnel excavation, etc., respectively while the pipes engaged with the bit 22 are propelled and driven as being pulled into the ground as the drill bit 20 progresses, and the pipes are placed at the specified places in the ground as reinforcing pipes 11. The drill rod 22 in the pipes are extracted and recovered when the pipes are driven or after the driving of the pipes, and a solidifying material is injected into the peripheral ground and the ground is reinforced. COPYRIGHT: (C)2000,JPO | ||||||
| 148 | Ground reinforcement construction method | JP20168298 | 1998-07-16 | JP2955279B1 | 1999-10-04 | MITARAI YOSHIO; KAKIUCHI YUKIO; MATSUO TSUTOMU; HANEUMA TOORU |
| 【要約】 【課題】 例えばトンネルや地下空洞等の掘削時に適用される地山補強工法に係り、トンネル断面を拡幅することなく、地山を良好に補強できるようにする。 【解決手段】 繊維強化樹脂からなる管の先端に削孔機能を有するリングビットを設け、上記管の内部に、基端部が削岩機に装着され先端部に削孔ビットが上記管に対して直接若しくは間接的に係脱自在に装着された削孔ロッドを収容し、トンネル掘削等の切羽外周及び／または鏡部の所定位置の地山内に、上記管と削孔ロッドとをそれぞれ順次継ぎ足しながら削孔すると同時に、削孔ビットの進行に伴って該ビットに係合する上記管を地山内に牽引しながら推進打設して上記管を補強管として地山内の所定位置に存置させ、上記管を打設する際もしくは打設後に管内の削孔ロッドを引き抜き回収した後に、上記管を通して周囲の地山内に固化材を注入して地山を補強することを特徴とする。 | ||||||
| 149 | Underground cavity construction methods and tunnel boring machine | JP14562188 | 1988-06-15 | JPH07107359B2 | 1995-11-15 | 城治 中村; 喜八郎 古見 |
| 150 | Method and device for reinforcing natural ground | JP28514389 | 1989-11-02 | JPH02232500A | 1990-09-14 | GERUHARUTO ZAUAA |
| PURPOSE: To securely and easily reinforce the weak natural ground with single process, and to lower the cost by boring a hole with a boring rod, in which a lock bar is inserted, and pulling the boring rod out, and burying the lock bar in the hardening filler. CONSTITUTION: A lock bar 5 formed of a cylindrical barrel 5a and a head part 5b formed thick and having an elliptic cross section is inserted into an annular boring rod 3 having a nearly elliptic cross section and a boring head 1 provided with a blade tip 2. The natural ground to be reinforced is excavated by the boring head 1, and boring is performed while filling the washing liquid through an annular chamber 4 so as to wash the rock chips out. When the boring reaches the predetermined depth, hardening filler is filled in place of the washing liquid, and while the boring rod 3 is moved backward with the boring head 1. The head 5a of the lock bar 5 is pushed forward by the pressure of the filler so as to bury the lock bar 5 in the hole for fixation and reinforcement. COPYRIGHT: (C)1990,JPO | ||||||
| 151 | Method of improving thermal conductivity of soil | JP11628685 | 1985-05-29 | JPS61275383A | 1986-12-05 | INOUE KAZUTOSHI; OKA YOSHIHIKO |
| PURPOSE:To enable feeding of a large amount of thermal energy into soil in a short period of time, by injecting a thermally conductive substance having a high thermal conductivity into a predetermined soil. CONSTITUTION:An injecting pipe 5 is inserted into a predetermined soil 1. A fluid contg. a powdery, thermally conductive substance (e.g.; Al) 4 having a high thermal conductivity is injected into the soil 1 through a pump 7 to disperse a larger amount of the thermally conductive substance throughout pores of the soil 1, thereby forming soil 3 having excellent thermal conductivity. | ||||||
| 152 | JPS55500543A - | JP50120979 | 1979-07-27 | JPS55500543A | 1980-08-21 | |
| 153 | ALL-CONDITIONS TUNNEL BORING MACHINE | PCT/US2009068472 | 2009-12-17 | WO2010078033A3 | 2010-09-23 | HOME LOK; KHALIGHI BRIAN; TURNER JOHN |
| A tunnel boring machine is provided comprising a cutter head, a main beam, a first, second, and third shield; and a ground conditioning work zone within the first shield, a gripper assembly, a segment erector arm for lining the tunnel, and at least one propulsion mechanism. The ground conditioning work zone includes at least one probing device for probing the terrain ahead of the cutter head. The first shield is configured to be retracted relative to the second shield to provide access for the ground conditioning work zone to apply at least one ground support device. The at least one propulsion mechanism moves the cutter head, the first and the second shield forward while the third shield and the gripper assembly remain stationary. The ground support devices can include filling a hole with a ground conditioning agent; and placing a bolt, ring beam, mesh, or shotcrete in/on the tunnel wall. | ||||||
| 154 | Vorrichtung und Verfahren zum Bodengefrieren | EP07102774.2 | 2007-02-21 | EP1820903B1 | 2014-09-10 | Hatz, Gottfried; Tauchmann, Jens |
| 155 | Underground soil excavation | EP11195778.3 | 2011-12-27 | EP2610586A1 | 2013-07-03 | Hansen, Morten |
In a method of excavating an underground space in the soil below an overlaying structure, the method comprises providing a compensation liquid, providing a plurality of compensation tubes for conveying said compensation liquid, each of said compensation tubes comprising a number of outlets for allowing said compensation liquid to pass from said compensation tube into the surrounding medium. The method further comprises positioning said plurality of compensation tubes in said soil below said structure, excavating said underground space in said soil below said plurality of compensation tubes and monitoring the overlaying structure for detecting changes in the structure due to said excavating of said underground space. Provided a change in the structure is detected, then said compensation liquid is injected into said soil through one or more of said plurality of compensation tubes into said soil.
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| 156 | METHOD FOR MAKING TUNNELS OR PERFORATIONS IN CIVIL ENGINEERING WORKS USING SACRIFICIAL TUNNELS | EP10835511.6 | 2010-12-09 | EP2511472A1 | 2012-10-17 | GARCÍA BARBA, Javier |
Method for making tunnels or perforations in civil engineering works using sacrificial tunnels. This invention concerns the excavation of sacrificial tunnels to reduce or eliminate the need to use supporting elements in the construction of any tunnel. Accordingly a method is provided to make tunnels or perforations in civil engineering works to reduce or eliminate the use of supporting elements for earth or solid rock, characterized by the creation of a sacrificial tunnel, such that this sacrificial tunnel deforms by taking on the stresses and deformations caused by the weight of the earth and preventing transmission thereof to the main tunnel. The sacrificial tunnel, which may be used in conjunction with others, must in any case have a smaller diameter than the main tunnel and be located at a specific distance above the keystone of the main tunnel. |
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| 157 | Method for consolidating and impermeabilizing the ground around a tunnel | EP06119250.6 | 2006-08-21 | EP1757771B1 | 2010-04-21 | Trevisani, Stefano |
| 158 | METHOD OF PROTECTING A SURFACE OF ROCK OR SOIL | EP04714789.7 | 2004-02-26 | EP1599655B1 | 2010-04-14 | ELLENBERGER, Peter |
| The surface of rock or soil, newly-exposed, for example, by tunnelling, and having the tendency to become friable on exposure to the atmosphere, can be protected by forming thereon a film by the process of combining on the surface at least one coagulable material and a coagulating agent therefor. The preferred coagulable material is an aqueous polymer dispersion, preferably one which has some degree of elastomeric properties, and preferably one which additionally is anionically stabilized. | ||||||
| 159 | Method for consolidating and impermeabilizing the ground around a tunnel | EP06119250.6 | 2006-08-21 | EP1757771A3 | 2007-10-24 | Trevisani, Stefano |
A set of primary blocks of artificial conglomerate (10, 11) spaced apart from each other around the portion of ground (T) which has to be excavated is formed using jet grouting techniques in a vertical plane transverse to the axis of the tunnel which has to be excavated. A set of infill blocks of artificial conglomerate (20, 21) each located between two consecutive primary blocks in order to firmly connect them together is then formed. Each infill block has an outer portion (22) which extends over the outer surfaces (13-16) of two consecutive primary blocks (10, 11). A continuous closed ring structure is thus obtained. By repeating these operations alongside the structure already formed, a continuous tubular structure of artificial conglomerate is obtained.
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| 160 | VERFAHREN ZUR ABDICHTUNG VON GESTEIN BZW. BAUMATERIAL UND VORRICHTUNG HIERZU | EP99941306.5 | 1999-08-23 | EP1108115A1 | 2001-06-20 | LUEGER, Josef; SÜNDERMANN, Franz |
| The invention relates to a method for sealing construction works, walls and hollow cavities embodied in ground, rock or mountains, notably tunnels, mine galleries, shafts, canals or caverns. According to said method a sealant material is introduced into the rock (1) under pressure via a sealed bore hole (2). Heated melted materials presenting low viscosity and high initial strength, notably polyamides or gels having polyamide-like properties, are injected under pressure into the rock (1) or building material via the bore hole (2) so that they penetrate cracks and pores in the rock (1) or building material to be sealed. After cooling, said cracks and pores are permanently and hermetically sealed. | ||||||
