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    APPARATUS FOR THE DISTRIBUTION OF PUMP-FED CONCRETE TO A PLURALITY OF CASTING AREAS
    2.
    发明申请
    APPARATUS FOR THE DISTRIBUTION OF PUMP-FED CONCRETE TO A PLURALITY OF CASTING AREAS 审中-公开
    将PUF-FED混凝土分配到多个铸造区域的装置

    公开(公告)号：WO2004099533A1

    公开(公告)日：2004-11-18

    申请号：PCT/IB2004/001446

    申请日：2004-05-07

    Applicant: ACME S.R.L. ,  SCAMPOLI, Nicola

    Inventor： SCAMPOLI, Nicola

    IPC: E04G21/02

    CPC classification number: E04G21/04 ,  E04G21/0418 ,  E21D11/105 ,  F16L41/03

    Abstract: The invention relates to an apparatus for the distribution of concrete fed by a pump to a plurality of casting areas in building sites, tunnels, wells, and the like, consisting of a single structure (1) supporting a variable-geometry pipe (2) ending with a junction element (5) and part of which is a basic frame (6) housing a plurality of pipe fittings (7), each of which is capable of sealingly engaging with said junction element (5), said variable-geometry pipe (2) being fed by a concrete pump and each of said pipe fittings (7) being connected to one of said casting areas by a pipe.

    Abstract translation: 本发明涉及一种用于将由泵泵送到建筑工地，隧道，井等中的多个铸造区域的混凝土分配装置，由支撑可变几何管（2）的单个结构（1）组成， 以接合元件（5）为末端，其一部分是容纳多个管接头（7）的基本框架（6），每个管接头能够与所述接合元件（5）密封接合，所述可变几何管 （2）由混凝土泵供给，并且每个所述管接头（7）通过管连接到所述铸造区域中的一个。

    METHOD AND APPARATUS FOR CONTINUOUSLY FORMING A CONCRETE STRUCTURE
    3.
    发明申请
    METHOD AND APPARATUS FOR CONTINUOUSLY FORMING A CONCRETE STRUCTURE 审中-公开
    连续地形成混凝土结构的方法和装置

    公开(公告)号：WO02027142A1

    公开(公告)日：2002-04-04

    申请号：PCT/NO2001/000372

    申请日：2001-09-11

    IPC: E21D11/10

    CPC classification number: E21D11/102 ,  E21D11/105

    Abstract: A method and an apparatus are developed for continuous forming of a concrete construction (2,3,18), such as lining for a tunnel or a subpassage (2,3), or a stand-alone concrete wall (18) by means of a concrete mixture and a slip form (6) with ancillary formwork trolley (5). The slip form (6) with ancillary formwork trolley (5) is arranged for guided movement along the tunnel; and end seal (12) which is fixedly anchored to the tunnel is established; at least one concrete extruder (16) is attached to the slip form (6) with ancillary formwork trolley (5); a preferably flexible sheet (10) is arranged, which substantially covers the surface (11) of the slip form (6), so that the slip form (6) may slide in relation to the sheet (10), and where the sheet (10) is adapted for removal after hardening of the concrete (27); and the formwork trolley (5) is moved forwardly while the concrete extruder (16) is operated and fills the formwork cross section (13) by supply near the forward end (14) of the slip form (6).

    Abstract translation: 开发了一种方法和装置，用于连续地形成混凝土结构（2,3,18），例如用于隧道或次通道（2,3）的衬里或通过以下方式的独立混凝土壁（18）： 混凝土混合物和带有辅助模板车（5）的滑动形式（6）。 带有辅助模板车（5）的滑板（6）布置成沿隧道引导运动; 建立固定锚固到隧道的端部密封件（12）; 至少一个混凝土挤出机（16）用辅助模板车（5）附接到滑动模板（6）上。 布置了优选柔性片（10），其基本上覆盖滑动片（6）的表面（11），使得滑动片（6）可相对于片（10）滑动，并且片（ 10）适于在混凝土（27）硬化后移除; 并且在混凝土挤出机（16）被操作的同时向前移动模板台车（5），并通过在滑动模板（6）的前端（14）附近供给来填充模板横截面（13）。

    DEVICE FOR LINING AN UNDERGROUND CONSTRUCTION
    4.
    发明申请
    DEVICE FOR LINING AN UNDERGROUND CONSTRUCTION 审中-公开
    地下施工装置

    公开(公告)号：WO2004083602A1

    公开(公告)日：2004-09-30

    申请号：PCT/SE2004/000443

    申请日：2004-03-22

    Applicant: FINNBERGER, Anders ,  EDHOLM, Åke

    Inventor： FINNBERGER, Anders ,  EDHOLM, Åke

    IPC: E21D5/04

    CPC classification number: E21D5/12 ,  E21D5/04 ,  E21D11/105 ,  E21D11/12

    Abstract: Method of lining and repairing underground constructions such as shafts and tunnels with a lining material suitable for casting, whereby at least one elastic mould part is placed inside the shaft. The mould part is fixed longitudinally in the shaft, after which it expands to a predetermined shape through the addition of a medium inside it and the lining material is added between the mould part and the wall of the shaft. Once the lining material has set, the medium is removed from the mould art, after which the mould part is removed. In order to carry out this method, the mould part comprises a container of elastic material exhibiting a predetermined shape when in an expanded state, which is placed and fixed in the shaft, and devices for adding a medium to the mould part and expanding it.

    Abstract translation: 利用适于铸造的内衬材料对诸如轴和隧道的地下结构进行内衬和修理的方法，由此至少一个弹性模具部件放置在轴内。 模具部件在轴上纵向固定，然后通过在其内部添加介质将其膨胀成预定的形状，并且在模具部件和轴的壁之间添加衬里材料。 一旦衬里材料已经固定，将介质从模具工艺中移出，然后移除模具部件。 为了实施这种方法，模具部件包括在放置并固定在轴中的展开状态下呈现预定形状的弹性材料容器，以及用于将介质添加到模具部分并使其膨胀的装置。

    A TUNNEL WATERPROOFING CONSTRUCTION METHOD
    5.
    发明申请
    A TUNNEL WATERPROOFING CONSTRUCTION METHOD 审中-公开
    隧道防水施工方法

    公开(公告)号：WO01096710A1

    公开(公告)日：2001-12-20

    申请号：PCT/US2001/018174

    申请日：2001-06-05

    IPC: E21D11/10 ,  E21D11/38

    CPC classification number: E21D11/383 ,  E21D11/105

    Abstract: A tunnel waterproofing construction method characterized in that a primary spray cement concrete is sprayed onto the excavation surface of the tunnel, a normal-temperature vulcanization-type rubber emulsion is sprayed on said primary spray cement concrete surface, a normal-temperature vulcanization-type rubber film is formed and a secondary coating cement concrete is established on that surface. The tunnel excavation surface may also be lined by with a primary spray cement and a buffer-water conductive layer may also be established in the primary spray cement concrete surface.

    Abstract translation: 一种隧道防水施工方法，其特征在于，将一次喷雾水泥混凝土喷洒在隧道的挖掘面上，将常温硫化型橡胶乳液喷涂在所述主喷水泥混凝土表面上，将常温硫化橡胶 形成膜，并在该表面上建立二次涂层水泥混凝土。 隧道挖掘表面也可以用初级喷雾水泥衬里，并且还可以在主喷水泥混凝土表面中建立缓冲水导电层。

    PARTLY OVERHANGING BUILDING STRUCTURE UNDER THE NATURAL GROUND AND PROCESS FOR CLADDING AN OVERHANGING NATURAL GROUND WALL SECTION
    6.
    发明申请
    PARTLY OVERHANGING BUILDING STRUCTURE UNDER THE NATURAL GROUND AND PROCESS FOR CLADDING AN OVERHANGING NATURAL GROUND WALL SECTION 审中-公开
    部分暂停建筑结构，自然面和方法作衬一个挂在地面的墙自然科学部分的

    公开(公告)号：WO1997025484A1

    公开(公告)日：1997-07-17

    申请号：PCT/CH1996000446

    申请日：1996-12-18

    Applicant: WOLFSEHER, Roland, F.

    IPC: E02D01/00

    CPC classification number: E21D11/105 ,  E21D11/383

    Abstract: In order to form an at least two-layer (5a, 9a) cladding as an entire item on an overhanging building structure, in which there is a plastic sealing layer (7a) between the layers, the layers (5a and 9a) are positively scraped over the sealing layer (7a).

    Abstract translation: - 支持，以便形成一个悬垂建筑结构的预期，至少两个层（5α，9a）的面板作为一个整体，在其上设置有层（7A）之间的塑料密封层，所述层（5A和9a）在密封层（7A） 合身的爪子。

    DEVICE AND METHOD FOR DETERMINING AT LEAST ONE PARAMETER, WHICH DETERMINES THE APPLICATION OF SPRAYED CONCRETE
    8.
    发明申请
    DEVICE AND METHOD FOR DETERMINING AT LEAST ONE PARAMETER, WHICH DETERMINES THE APPLICATION OF SPRAYED CONCRETE 审中-公开
    用于确定喷射混凝土的应用的至少一个参数的装置和方法

    公开(公告)号：WO2014054997A1

    公开(公告)日：2014-04-10

    申请号：PCT/SE2013/000149

    申请日：2013-09-27

    Applicant: ATLAS COPCO ROCK DRILLS AB

    Inventor： TSCHUMI, Otto ,  RAUBER, Tobias ,  WINKEL, Reik

    IPC: E21D11/10

    CPC classification number: E21D11/10 ,  B05B12/084 ,  B05B12/124 ,  B05D1/02 ,  E21D11/105

    Abstract: The present invention relates to a device for applying sprayed concrete to surfaces during tunnel construction and mining, which device is equipped with a radar system composed of at least one radar sensor which is arranged on the circumference around the spray nozzle, and to a method for determining at least one parameter which determines the application of sprayed concrete to surfaces during tunnel construction and mining.

    Abstract translation: 本发明涉及在隧道施工和采矿期间将喷射混凝土施加到表面的装置，该装置装备有由布置在喷嘴周围的周边上的至少一个雷达传感器组成的雷达系统，以及一种用于 确定至少一个参数，其确定在隧道施工和采矿期间施用喷射混凝土到表面。

    VORRICHTUNG ZUM BESCHICHTEN VON TUNNELWÄNDEN
    9.
    发明申请
    VORRICHTUNG ZUM BESCHICHTEN VON TUNNELWÄNDEN 审中-公开
    DEVICE涂料隧道壁的

    公开(公告)号：WO2005095759A1

    公开(公告)日：2005-10-13

    申请号：PCT/EP2005/001608

    申请日：2005-02-17

    Applicant: CONSTRUCTION RESEARCH & TECHNOLOGY GMBH ,  WINGEIER, Lars ,  TSCHUMI, Otto

    Inventor： WINGEIER, Lars ,  TSCHUMI, Otto

    IPC: E21D11/10

    CPC classification number: E21D11/105

    Abstract: Die Erfindung betrifft eine Vorrichtung zum Beschichten der Innenfläche eines Tunnelab­schnitts mit Spritzbeton aufweisend eine Spritzlanze (4) und eine Spritzdüse (7), welche jeweils mittels Gelenken in alle Richtungen bewegbar sind, wobei eine erste Steuereinrich­tung für die Bedienung der Spritzlanze (4) und eine zweite Steuereinrichtung für den Betrieb der Spritzdüse (7), vorgesehen sind.

    Abstract translation: 本发明涉及一种用于涂覆喷射混凝土隧道部的内表面包括喷涂喷枪（4）和喷嘴（7），其每个可移动通过在所有方向上，其中，第一控制装置，用于操作所述喷涂枪接头装置（4）和一个 第二控制装置，用于操作所述喷嘴（7），提供了。

    TUNNEL BUILDING DEVICE
    10.
    发明申请
    TUNNEL BUILDING DEVICE 审中-公开
    隧道建筑设备

    公开(公告)号：WO0183949A3

    公开(公告)日：2002-04-18

    申请号：PCT/NL0100340

    申请日：2001-05-03

    Applicant: I T M IND TUNNELBOUW METHODE C ,  LANGE MAARTEN WILLIBRORD PETRU ,  BRAAK RICHARD JOHANNES DE ,  GREVE HANS ARNOLD

    Inventor： VAN LANGE MAARTEN WILLIBRORD P ,  DE BRAAK RICHARD JOHANNES ,  GREVE HANS ARNOLD

    IPC: E21D9/08 ,  E21D11/10

    CPC classification number: E21D11/105 ,  E21D9/0873 ,  E21D11/102

    Abstract: A device for producing an underground tunnel comprises an excavating device which can be moved through the ground, in order to form an elongated hole in the ground. Formwork placed in the hole behind the excavating device bounds a formwork space between the formwork and the wall of the hole, and supports a lining material in the formwork space. Provision is also made for lining material supply means, for supplying the lining material to the formwork space. A controllable valve forms part of the lining material supply means, and comprises a valve housing with three housing apertures, a rotatable valve body being capable of forming a connection between two of the three valve bodies for supplying lining material, on the one hand, and cleaning supply pipes, on the other hand. A lining material pump is filled under pressure with lining material.

    Abstract translation: 用于生产地下隧道的装置包括可移动通过地面的挖掘装置，以便在地面中形成细长的孔。 放置在挖掘装置后面的孔中的模板限定了模板和孔壁之间的模板空间，并且在模板空间中支撑衬里材料。 还提供了用于将衬里材料供应到模板空间的衬里材料供应装置。 可控阀形成衬套材料供应装置的一部分，并且包括具有三个壳体孔的阀壳体，一方面能够形成用于供应衬里材料的三个阀体中的两个之间的连接的可旋转阀体，以及 另一方面，清洁供水管道。 衬里材料泵在衬里材料的压力下填充。

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