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1. 发明申请

WO2011006526A1 TELESCOPIC TOWER ASSEMBLY AND METHOD 审中-公开
标题翻译： TELESCOPIC塔组件和方法
公开(公告)号：WO2011006526A1
公开(公告)日：2011-01-20
申请号：PCT/EP2009/058896
申请日：2009-07-13
申请人： VSL INTERNATIONAL AG , MEYER, Max , ALTHAUS, Walter , EFFENDI, Ferry , JULIADI, Nugroho Budi , ALMEIDA, Romão , LAURENS, Jean Marie , BURTET, Pascal
发明人： MEYER, Max , ALTHAUS, Walter , EFFENDI, Ferry , JULIADI, Nugroho Budi , ALMEIDA, Romão , LAURENS, Jean Marie , BURTET, Pascal
IPC分类号： E04H12/12 , E04H12/34 , F03D11/04 , E04H12/30
CPC分类号： E04H12/34 , E04H12/182 , E04H12/30 , F03D13/10 , F03D13/20 , F03D13/22 , F05B2240/9151 , Y02E10/728
摘要： A method of constructing a tower structure by assembling a set of coaxial telescopic sections (2, 3a, 3b) in position on site and then raising the assembled sections using hydraulic crawler jacks (8) and tendons (5). The telescopic sections are assembled or constructed in situ, starting with the inner section and then each subsequent section around the outside of the previously constructed sections. Each individual tower section may be cast in situ or assembled from multiple pre-fabricated segments. This method permits the construction of very tall structures while obviating the need for very large cranes. It also removes the design constraints on the height of the individual telescopic sections.
摘要翻译：一种通过将一组同轴伸缩部分（2,3a，3b）组装在现场的位置上并且然后使用液压履带式起重机（8）和腱（5）提升组装的部分来构造塔架结构的方法。伸缩部分原位组装或构造，从内部部分开始，然后围绕先前构造的部分的外部的每个后续部分。每个单独的塔架部分可以原位铸造或从多个预制的部分组装。这种方法允许构造非常高的结构，同时避免需要非常大的起重机。它还消除了各个伸缩部分高度的设计限制。

2. 发明申请

WO2010118773A1 OVERHEAD FORM TRAVELLER AND METHOD 审中-公开
标题翻译： OVERHEAD形式旅行者和方法
公开(公告)号：WO2010118773A1
公开(公告)日：2010-10-21
申请号：PCT/EP2009/054470
申请日：2009-04-15
申请人： VSL INTERNATIONAL AG , MEYER, Max
发明人： MEYER, Max
IPC分类号： E01D21/10
CPC分类号： E01D21/10
摘要： An apparatus and method are proposed for incremental casting of concrete cantilever bridge sections (7, 12). The main trusses which form the load-bearing frames (3) of the apparatus are angularly splayed so that they are positioned outwards of the main load bearing webs of the to-be-constructed section (7) of the bridge, while still being supported on the webs of the already-constructed section (12) of the bridge. In this way, the region above and below the construction space is kept free for improved access.
摘要翻译：提出了一种用于混凝土悬臂桥段（7,12）增量铸造的装置和方法。形成装置的承重框架（3）的主桁架成角度地张开，使得它们被定位在桥的待构造部分（7）的主承载腹板的外侧，同时仍被支撑在桥的已经构造的部分（12）的腹板上。以这种方式，建筑空间上下方向的区域是可以自由的，以改善通道。

3. 发明申请

WO2016050979A1 TENDONS GROUTING WITH RECIRCULATION 审中-公开
标题翻译： TENDONS集团与重组
公开(公告)号：WO2016050979A1
公开(公告)日：2016-04-07
申请号：PCT/EP2015/072873
申请日：2015-10-02
申请人： VSL INTERNATIONAL AG
发明人： MEYER, Max , GUSTAVSSON, Pelle
IPC分类号： E04G21/12 , B28B23/04 , E04C5/10
CPC分类号： E04G21/12 , B28B23/046 , E04C5/10
摘要： The invention concerns a method of grouting post-tensioned tendons (10) and associated anchorages (21, 22) in a pre-stressed concrete (PC) structure (20), said tendons (10, 101 -106) comprising a tendon inlet (11) and a tendon outlet (12), comprising the following steps: - injecting grout in a tensioned tendon (10) in a first injection step, between said tendon inlet (11) and said tendon outlet (12) at least until grout has reached said tendon outlet (12), -connecting said tendon outlet (12) to said tendon inlet (11), forming thereby a closed grout injection loop, and - injecting grout in said tendon in a second injection step by circulating said grout in said closed grout injection loop. A three-way valve (60) is used to direct the grout coming from the tendon outlet (12) either to a waste reservoir (38) during said first injection step or to a tendon inlet (11) during said second injection step.
摘要翻译：本发明涉及一种在预应力混凝土（PC）结构（20）中灌浆后张紧筋（10）和相关锚固件（21,22）的方法，所述腱（10,101-106）包括腱入口 11）和腱出口（12），包括以下步骤： - 在第一注射步骤中，在所述腱入口（11）和所述腱出口（12）之间的至少直到灌浆具有到达所述肌腱出口（12），将所述肌腱出口（12）连接到所述肌腱入口（11），由此形成封闭的灌浆注射回路，以及 - 在第二注射步骤中，在所述肌腱中注入灌浆，闭式灌浆注射回路。三通阀（60）用于在所述第一注射步骤期间将来自腱出口（12）的浆料引导至废液储存器（38），或者在所述第二注射步骤期间引导到腱入口（11）。

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