| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 181 | Direction correcting method and device thereof in percussion propelling method of steel pipe | JP4236988 | 1988-02-26 | JPH01219293A | 1989-09-01 | KOYANO NOBUYUKI |
| PURPOSE:To precisely correct a propelling direction of a pipe by inserting a direction correcting pipe having its front tilted between the tip shoe of an impulse system propeller used for a percussion propelling method of a steel pipe with small diameter and the tip of a thrust transfer pipe. CONSTITUTION:A thrust transfer pipe 7, in which a percussion device is incorporated, is so fitted to the internal of a buried pipe 6 pushed into along axis by a propeller that it is capable of sliding. After that, percussion is applied to the thrust transfer pipe 7 and the tip shoe 13 provided to the tip of the burried pipe 6 from the percussion device to propel. When a propelling direction deviates from a planned direction, a direction correcting pipe 15 having its front tilted for a small angle is inserted between the tip shoe 13 and the tip of the thrust transfer pipe 7. According to the constitution, the tip shoe 13 can be advanced toward the direction L2 having run-out of a small angle betaagainst the center line L1 of the thrust transfer pipe 7. | ||||||
| 182 | Building of underground structure | JP6845381 | 1981-05-08 | JPS57119098A | 1982-07-24 | BONBOWASHIN JIYATSUKU |
| An improved process for the construction of an underground structure, such as a tunnel, as well as the structure thus obtained, are disclosed. A first longitudinal underground passage comprising a series of mechanically resistant pipes is sunk into the soil and a vertical trench is dug beneath the first passage from openings provided in the bottom of the first passage. This trench is filled with concrete and defines a first lateral wall of the structure. Lateral openings in the first passage also are provided, through which another series of mechanically resistant pipes is horizontally driven to form the roof of the structure. A second vertical wall is thereafter formed from a second vertical trench to form a second lateral wall of the structure. Alternatively, first and second longitudinal passages and vertical walls may be constructed simultaneously, and the roof pipes driven from one or both of the longitudinal passages. | ||||||
| 183 | JPS5620438B1 - | JP2766171 | 1971-04-28 | JPS5620438B1 | 1981-05-13 | |
| 184 | Pipe driver | JP4955979 | 1979-04-21 | JPS55142897A | 1980-11-07 | AKESAKA TOSHIO; HANEDA TAKESHI |
| 185 | Method of excavation construction of tunnel* etc* and excavator | JP9866576 | 1976-08-20 | JPS5325038A | 1978-03-08 | UENO TOSHIYUKI; ITOU ISAMU; MORITA YASUYUKI |
| 186 | Method of propelling work from vertical shaft in method of muddy water propulsion construction and method of muddy water shield construction and propulsion device | JP2407676 | 1976-03-08 | JPS52108628A | 1977-09-12 | IWAMA HARUYUKI; HIRAGA TAROU |
| 187 | Method of and apparatus for attaining vertical shaft for mud water driving method | JP1315576 | 1976-02-12 | JPS5297215A | 1977-08-15 | IWAMITSU HARUYUKI; KOBAYASHI SHIGERU |
| 188 | INTEGRATED JACKING PIPE | EP15839927 | 2015-09-07 | EP3191686A4 | 2018-05-02 | SOREK BEN AMI; MARKOVICH OREL |
| An integrated jacking pipe comprising a concrete jacking envelope integrally-formed with and encircling a metal pipe, wherein said metal pipe comprises a spigot protruding from said concrete jacking envelope and a bell whose diameter is larger than a diameter of said spigot. | ||||||
| 189 | Verfahren und Vorrichtung zum Bau eines Tunnels | EP14170199.5 | 2014-05-28 | EP2949861B1 | 2017-09-20 | ZEHNDER, Anton |
| 190 | PROCÉDÉ ET INSTALLATION DE CREUSEMENT MÉCANISÉ D'UN RAMEAU DE COMMUNICATION ENTRE DEUX TUNNELS DE CIRCULATION OU ENTRE DEUX PUITS VERTICAUX | EP15767450.8 | 2015-09-11 | EP3194722A1 | 2017-07-26 | SILVESTRE, Thomas; DERYCKE, Jean-Noël; MICHEL, Dominique |
| The present invention relates, in particular, to a method for mechanical excavation of a cross passage (6) between two traffic tunnels (1, 2) or between two vertical wells, characterized by the fact that it comprises a series of steps as follows: i/ a first section (6a) of metal tube equipped with a cutting lip, the internal diameter of said tube being equal to the internal diameter of said cross passage (6), is driven forward from a first (1; 2) of said two tunnels (1, 2) or wells, in the direction of said second tunnel (2; 1) or well; ii/ a second section (6b), having the same diameter, is placed behind said first section (6a) of tube and in extension thereof, and said two sections (6a, 6b) are driven forward together; iii/ operation ii/ is repeated as required; said tube sections (6a, 6b, 6c) being left in place and the materials contained in the tube being evacuated later. | ||||||
| 191 | Method for the formation of a load bearing construction | EP06253588.5 | 2006-07-07 | EP1743978B1 | 2013-09-25 | Thomson, James |
| 192 | SUPPORT ARRANGEMENT | EP06764376.7 | 2006-05-29 | EP2022937A1 | 2009-02-11 | STEFANUTTI, Rino |
Supporting arrangement intended to be arranged in a shoring zone of railway lines (17), where at least first longitudinal metal beams (12) are arranged parallel to a line of the track on the outer side of each track line (17) so that they are braced by at least one second perpendicular metal beam (14) with a length less than that of the first longitudinal beams (12) and the joining of each longitudinal beam (12) to one end of the perpendicular beam (14) is performed by means of a mechanical fixing means (15). |
||||||
| 193 | ERSTELLUNG EINES ROHRSTRANGS IM UNTERGRUND | EP06752906.5 | 2006-07-04 | EP1904716B1 | 2008-12-31 | Trümpi, Stefan |
| The invention relates to a method for constructing a pipeline (14) extending underground (10) from pipe elements (18) adjoined to one another end to end in a soft, stony and/or rocky underground. A pressing device (24) placed in a press shaft (12) or in an intermediate press station acts upon the pipeline. Fluid-filled extendible elements (44) are placed in the gaps (70) of the pipeline (14) that are located at the ends. These elastic extendible elements (44) are removed inwardly from the gaps (70) after the pipeline (14) has been constructed. The method can also be used for adjustably lengthening the pipeline (14). After removing the extendible element (44) with a flowable, hardenable, pressure-resistant building material or with an elastic material, the gaps (70) can also be filled with a fluid-filled bag or tube. | ||||||
| 194 | Druckausgleichsring für eine Verbindung zwischen Vortriebrohren | EP00117428.3 | 2000-08-11 | EP1079064B1 | 2008-04-16 | Baumgartner, Franz, Dipl.-Ing. |
| 195 | Load bearing construction and method for installation | EP06253588.5 | 2006-07-07 | EP1743978A2 | 2007-01-17 | Thomson, James |
The invention relates to a load bearing construction such as a bridge in which there is provided a deck structure (8) which is supported by and spans at least two support portions (2,4). The invention provides for the advancement of the deck structure along said support portions and in advance of said structure excavation can occur to create the space into which the deck structure is to be advanced.
|
||||||
| 196 | METHOD TO INSTALL UNDERGROUND PIPE CASING | EP03711396 | 2003-03-03 | EP1567747A4 | 2006-05-31 | VERKYK ROBERT J |
| A method and apparatus for installing a pipe casing (18) underground without a trench for distances up to 400 feet with pipe casing up to 168 inches in diameter. The system uses a modified high energy piling hammer (12) to mobilize the energy to drive the casings (18). The pile driving hammer (12) is held against the pipe casing (18) to be driven with a force equal to the reactional force of the hammer (12) during recharching of the hammer's system. A helmet (40) and cutting head (20) increase operational capabilities. | ||||||
| 197 | A high safety, modular system for provisionally supporting working railway tracks during under-track works. | EP05380135.3 | 2005-06-23 | EP1621671A3 | 2006-05-24 | Ruiz Viedma, Andrés José |
A high safety, modular system for provisionally supporting working railway tracks during under-track works. In order to carry out infrastructures such as underpasses under the railway tracks a number of rails (V1,V2) are arranged in a parallel arrangement with respect to the railway track, said rails (V1,V2) being inferiorly connected to each other by a transversal rail section, this system being nevertheless hard to implement and lacking in solidity. The modular system of the invention comprises a plurality of loadbearing crossbeams (VC) being arranged in an inferior and transversal arrangement with respect to the railway track rails (V1,V2), said loadbearing crossbeams (VC) being parallel to the crossties (T), and a number of pairs of longitudinal staying beams (VA) being arranged in a parallel arrangement with respect to the railway track rails (V1,V2) in the middle area between them and at both their sides, said staying beams (VA) resting on the plurality of loadbearing crossbeams (VC), the loadbearing crossbeams (VC) and the staying beams (VA) being joined together by means of lowerable steel blocks (JN).
|
||||||
| 198 | ANORDNUNG ZUM VORTRIEB EINES TUNNEL- ODER ABWASSERROHRS | EP95915162.2 | 1995-03-25 | EP0759117B2 | 2004-09-08 | DOSE, Rolf; DIEHL, Arnold |
| The invention relates to a device for driving a tunnel or drain pipe along a stretch (14) leading from a starting shaft (10) to a target shaft. The device is primarily intended for making micro or mini-tunnels in which pipe sections (62) are pressed one by one into the drive stretch against a frontal driving head (16). For spoil (32) removal there is a worm conveyor engaging in the cutting chamber (26) of the drive head, to the discharge end of which can be fitted in succession a pressuretightly sealable stone trap (36) and the pressuretightly sealable intake side (42) of a thick matter pump (44), while the pressure side of the thick matter pump (44) is connected to an extendable conveyor line (56) for the spoil. | ||||||
| 199 | Procédé pour la construction d'un ouvrage sous un talus de support d'une voie ferrée ou d'une chaussée | EP99400990.0 | 1999-04-22 | EP0952307B1 | 2004-03-31 | Beauthier, Jean Marie |
| 200 | Verfahren zum Erstellen eines Tunnelbauwerks unter einer bestehenden Gleisanlage | EP99119429.1 | 1999-09-30 | EP0990768B1 | 2003-12-10 | Feller, Manfred, Dipl.-Ing.; Biesterfeld, Uwe, Dipl.-Ing. |
