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1. 发明申请

WO2012177143A2 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开
标题翻译：隧道工程施工方法及方法使用的结构要素
公开(公告)号：WO2012177143A2
公开(公告)日：2012-12-27
申请号：PCT/NO2012/050112
申请日：2012-06-21
申请人： STABINOR AS , DALEGÅRDEN, Torbjørn
发明人： DALEGÅRDEN, Torbjørn
CPC分类号： E21D11/083 , E21D9/00 , E21D11/04 , E21D11/08 , E21D11/102 , E21D11/30 , E21D11/38 , E21D11/385 , E21D11/386 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2'') attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5;73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5;73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3,4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).
摘要翻译：一种用于构造定向柔性和水密隧道衬砌（1）或隧道路线（1）的方法和结构元件，该方法采用混凝土或三明治结构的预制构件（3,4,5; 73; 73' ）。这些元件之间的间隙和横向于隧道路线或隧道衬里的方向延伸的间隙使用外部柔性模板（2）接收间隙铸件（14），该外部柔性模板（2）以裙部（2'，2“）的形式附接到元件（3,4,5,53,73'），并且其中通过互连件（11）在元件（3,4,5,53,73'）的外侧上形成柔性的“袋状”模板（2），73'）。与元件（3,4,5,53,73'）内部的常规模板（12）一起形成有可注入的混凝土块的限定的空腔（13）。在混凝土硬化之后，它将为安装的元件（3,4,5; 73,73'）提供支撑，并且相对于岩石表面（10）的暴露的表面部分提供支撑。元件（3,4,5,73,73'）可以在外部设置有膜（17）。此外，元件可以设置有注入路径（16），以便在任何时候建立完全不透水的隧道衬里（1）。

2. 发明申请

WO2012177143A3 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开
标题翻译：隧道工程施工方法及方法使用的结构单元
公开(公告)号：WO2012177143A3
公开(公告)日：2013-10-10
申请号：PCT/NO2012050112
申请日：2012-06-21
申请人： STABINOR AS , DALEGAARDEN TORBJOERN
发明人： DALEGAARDEN TORBJOERN
IPC分类号： E21D11/00 , E21D11/08 , E21D11/10 , E21D11/30 , E21D11/38 , E21D11/40 , E21F16/02
CPC分类号： E21D11/083 , E21D9/00 , E21D11/04 , E21D11/08 , E21D11/102 , E21D11/30 , E21D11/38 , E21D11/385 , E21D11/386 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2") attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5; 73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5; 73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3, 4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).
摘要翻译：一种用于构造定向柔性和水密隧道衬砌（1）或隧道路线（1）的方法和结构元件，该方法采用混凝土或三明治结构的预制构件（3,4,5; 73; 73' ）。这些元件之间的间隙和横向于隧道过程或隧道衬砌的方向延伸的间隙使用以裙部（2'，2“）的形式的外部柔性模板（2）接收间隙铸件（14），所述外部柔性模板（2）元件（3,4,5; 73,73'），并且其通过互连件（11）在元件（3,4,5,53,73'）的外侧上形成柔性的“袋状”模板（2）与传统的模板（12）一起，在元件（3,4,5,73'）的内侧形成一个可以注入混凝土块的空腔（13），之后混凝土已经硬化，它将为安装的元件（3,4,5; 73,73'）提供支撑，并且相对于岩石表面（10）的暴露的表面部分提供支撑，元件（3,4,5,73'），73'）可以在外部设置有膜（17），此外，元件可以设置有注入路径（16），以便在任何时候建立完全不透水的隧道 ining（1）。

3. 发明专利

CA2839485A1 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 未知
公开(公告)号：CA2839485A1
公开(公告)日：2012-12-27
申请号：CA2839485
申请日：2012-06-21
申请人： STABINOR AS
发明人： DALEGARDEN TORBJORN
IPC分类号： E21D11/00 , E21D11/08 , E21D11/10 , E21D11/30 , E21D11/38 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2") attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5; 73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5; 73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3, 4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).

4. 发明专利

NO335669B1 Fremgangsmåte ved fremstilling av et tunnelløp, og konstruksjonselement av betong til bruk ved fremstilling av tunnelseksjoner for slikt tunnelløp. 未知
公开(公告)号：NO335669B1
公开(公告)日：2015-01-19
申请号：NO20110892
申请日：2011-06-21
申请人： STABINOR AS
发明人： DALEGÅRDEN TORBJØRN
IPC分类号： E21D11/08 , E04B1/68 , E04G17/00 , E21D11/10 , E21D11/15
摘要： Fremgangsmåte for produksjon av en retningsfleksibel og vanntett tunnelforing (1) eller et tunnelløp (1) ved bruk av prefabrikkerte betongelementer (3, 4, 5) av forskjellig type og materiale som mellomstøpes (14) ved bruk av en ytre fleksibel forskaling (2) i form av skjørt (2', 2'') festet på betongelementenes (3, 4, 5) utside, og som ved sammenkobling (11) danner en fleksibel "poselignende" forskaling (2) på betongelementenes (3, 4, 5) utside. Sammen med en tradisjonell forskaling (12) på betongelementenes (3, 4, 5) innside, dannes et avgrenset hulrom (13) som kan fylles ved innpumping av betongmasse. Etter at betongmassen er herdet vil den gi så vel støtte til de monterte betongelementene (3, 4, 5) som til den eksponerte fjellflaten (10). Betongelementene (3, 4, 5) kan påføres en utvendig membran (17) og utstyres med innstøpte injeksjonsveier (16) for til enhver tid å etablere en fullstendig vanntett tunnelforing (1).

5. 发明公开

EP2723987A2 A METHOD FOR CONSTRUCTING A TUNNEL COURSE, AND STRUCTURAL ELEMENT FOR USE BY THE METHOD 审中-公开
标题翻译：用于生产中使用的隧道性能和结构元素在此方法
公开(公告)号：EP2723987A2
公开(公告)日：2014-04-30
申请号：EP12737622.6
申请日：2012-06-21
申请人： Stabinor AS
发明人： DALEGÅRDEN, Torbjørn
IPC分类号： E21D11/00 , E21D11/08 , E21D11/30 , E21D11/38 , E21D11/40 , E21D11/10 , E21F16/02
CPC分类号： E21D11/083 , E21D9/00 , E21D11/04 , E21D11/08 , E21D11/102 , E21D11/30 , E21D11/38 , E21D11/385 , E21D11/386 , E21D11/40 , E21F16/02
摘要： A method and a structural element for the construction of a directionally flexible and watertight tunnel lining (1) or tunnel course (1), the method using pre-fabricated elements of concrete or sandwich structure (3, 4, 5; 73;73'). Interspace between such elements and extending transversely of the direction of the tunnel course or tunnel lining receives an interspace cast (14) using an outer flexible formwork (2) in the form of skirts (2', 2'') attached to the outside of the elements (3, 4, 5; 73, 73'), and which through interconnection (11) thereof form a flexible, "bag-like" formwork (2) on the outside of the elements (3, 4, 5;73, 73'). Together with conventional formwork (12) on the inside of the elements (3, 4, 5;73, 73') there is formed a defined cavity (13) which can be filled with injectable mass of concrete. After the concrete has hardened it will provide support to the installed elements (3,4, 5; 73, 73') as well as providing support relative to exposed surface portion of rock surface (10). The elements (3, 4, 5; 73, 73') can be provided on the outside with a membrane (17). Further, the elements can be provided with injection paths (16) in order to at any time establish a completely watertight tunnel lining (1).

6. 发明专利

NO20110892A1 未知
公开(公告)号：NO20110892A1
公开(公告)日：2012-12-24
申请号：NO20110892
申请日：2011-06-21
申请人： STABINOR AS
发明人： DALEGARDEN TORBJORN
IPC分类号： E21D11/08 , E04B1/68 , E04G17/00 , E21D11/10 , E21D11/15

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