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1. 发明申请

WO2018069905A1 PROCEDURE AND SYSTEM FOR THE CALCULATION OF THE LEVEL OF RISK IN THE PROXIMITY OF THE EXCAVATION FRONT OF AN UNDERGROUND WORK 审中-公开
标题翻译：地下工程开挖前端接近风险水平的计算程序和系统
公开(公告)号：WO2018069905A1
公开(公告)日：2018-04-19
申请号：PCT/IB2017/056414
申请日：2017-10-16
申请人： SWS ENGINEERING S.P.A.
发明人： DANZI, Andrea , ECCHER, Gabriele
IPC分类号： G06Q50/08 , G06Q10/04 , G06Q10/06 , E02D29/00
CPC分类号： G06Q50/08 , E02D29/00 , E02D29/045 , G01V99/005 , G06Q10/04 , G06Q10/0635
摘要： The system (S) for the calculation of the level of risk in the proximity of the excavation front of an underground work comprises a determination and storage unit (U1) for the determination of a plurality of basic parameters needed for the calculation of the level of risk in the proximity of the excavation front of the underground work, starting from a plurality of documents (D1, D2) in electronic format, and for the structured storage of the basic parameters inside a database (DB); a definition unit (U2) of a plurality of scenarios which could occur in the proximity of an excavation front of the underground work, starting from the basic parameters stored on the database (DB); an application unit (U3), for each of the scenarios generated during the definition phase, of predefined geo-mechanical and hydro-geological models, for the calculation of a series of possible embodiments (R) for each scenario; an aggregation unit (U4) for the aggregation of punctual evaluations of the level of risk for each possible embodiment (R), to obtain a synthesis of the risk calculated in the proximity of the excavation front of the underground work.
摘要翻译：用于计算地下工程的挖掘前缘附近的风险水平的系统（S）包括用于确定多个基本参数（U1）的确定和存储单元（U1）需要用于计算地下工程开挖前沿附近的风险水平，从电子格式的多个文件（D1，D2）开始，并且用于基本参数在数据库内的结构化存储（DB ）; 从存储在数据库（DB）上的基本参数开始，在地下工程的挖掘前部附近可能发生的多个情景的定义单元（U2）; 应用单元（U3），用于在定义阶段期间生成的每个预定义的地质力学和水文地质模型的场景，用于计算每个场景的一系列可能的实施例（R）; 用于汇总每个可能的实施例（R）的风险水平的准时评估的汇总单元（U4），以获得在地下工程的挖掘前沿附近计算的风险的综合。

2. 发明申请

WO2021124077A1 SYSTEM FOR THE TRANSPORTATION OF LOADS AND/OR PERSONS AT HEIGHT 审中-公开
公开(公告)号：WO2021124077A1
公开(公告)日：2021-06-24
申请号：PCT/IB2020/061901
申请日：2020-12-14
申请人： SWS ENGINEERING S.P.A.
发明人： MAZZALAI, Paolo , FACCHIN, Ezio
IPC分类号： B61B12/00 , B61B7/00 , B61F3/04 , B61F5/50 , B61F1/14 , B61F15/00 , B61B15/00 , B61B12/002
摘要： The system (7) for the transportation of loads and/or persons at height comprises at least one car (1) defining at least one cab (2) for the transportation of loads and/or persons, and comprises: - cable transport means (4) of the car (1) adapted to move the latter suspended at height; - movement means (6) of the car (1) onto the ground.

3. 发明申请

WO2020075127A1 SPILLWAY WATER SYSTEM 审中-公开
公开(公告)号：WO2020075127A1
公开(公告)日：2020-04-16
申请号：PCT/IB2019/058682
申请日：2019-10-11
申请人： SWS ENGINEERING S.P.A.
发明人： MAZZALAI, Paolo
IPC分类号： E02B7/20 , E02B8/06
摘要： The spillway water system (1), comprising: at least one adjustable barrier sluice gate of one watercourse and defining: - one upstream stretch (2) and one downstream stretch (3) of the watercourse arranged upstream and downstream of the sluice gate itself respectively; - one spillway point (14) arranged at a spillway height (H) and at which a spillway water flow rate skims which flows from the upstream stretch (2) and flows into the downstream stretch (3); the sluice gate (6) comprising adjustment means adapted to raise or lower the spillway height (H); first measurement means (4) for measuring the level of water flowing along the downstream stretch (3); second measurement means (5) for measuring the level of water of the upstream stretch (2); command means of the adjustment means operatively connected to the first and to the second measurement means (4, 5) and configured to raise or lower the spillway height (H) depending on the level measured by the first and the second measurement means (4, 5).

4. 发明申请

WO2018069906A1 PROCEDURE AND SYSTEM FOR THE OPTIMIZATION OF THE EXCAVATION PROCESS OF AN UNDERGROUND WORK, FOR THE MINIMIZATION OF THE RISKS INDUCED ON INTERFERED WORKS 审中-公开
标题翻译：优化地下工程开挖过程的程序和系统，以最大限度地减少干扰工程的风险
公开(公告)号：WO2018069906A1
公开(公告)日：2018-04-19
申请号：PCT/IB2017/056415
申请日：2017-10-16
申请人： SWS ENGINEERING S.P.A.
发明人： DANZI, Andrea , ECCHER, Gabriele
IPC分类号： G06Q10/06
CPC分类号： G06Q50/08 , G06Q10/0631 , G06Q10/0635
摘要： The system (S) for the optimization of the excavation process of an underground work, for the minimization of the risks induced on interfered works comprises a determination and storage unit (Ul) for the determination of a plurality of basic parameters needed for the assessment of the phenomena and induced risk scenario in interfered works, starting from a plurality of documents (Dl, D2) in electronic format, and for the structured storage of the basic parameters inside a database (DB); a definition unit (U2) of a plurality of induced risk scenarios which could occur in interfered works, starting from the basic parameters stored on the database (DB); an application unit (U3), for each of the scenarios generated by the definition unit (U2), of predefined geo- mechanical, hydro-geological and structural models, for the quantitative measurement of the factor of risk and/or damage (R) in interfered works; an aggregation unit (U4) of each measurement of the factor of risk and/or damage (R) in interfered works, obtained from the application unit (U3) for each of the scenarios, to obtain a synthesis of the induced risk on the interfered works.
摘要翻译：用于优化地下工程的挖掘过程的系统（S），用于最小化干扰工程上引起的风险，包括确定和存储单元（U1），用于确定多个从电子格式的多个文件（D1，D2）开始，并且将基本参数结构化存储在数据库（DB）内，评估被干扰作品中的现象和诱发风险情景所需的基本参数; 从存储在数据库（DB）上的基本参数开始，可能在干扰作品中出现的多个诱发风险情景的定义单元（U2）; 对于定义单元（U2）生成的用于定量测量风险和/或损害因子（R）的预定义地质力学，水文地质和结构模型的每个场景的应用单元（U3）在受干扰的作品中; 从应用单元（U3）针对每个场景获得的受干扰作品中的风险和/或损害因子（R）的每个测量的聚合单元（U4），以获得受干扰的诱导风险的合成的工作原理。

5. 发明申请

WO2015087311A2 PROCEDURE FOR THE CONSTRUCTION OF UNDERGROUND TRANSPORT INFRASTRUCTURES 审中-公开
标题翻译：地下运输基础设施建设程序
公开(公告)号：WO2015087311A2
公开(公告)日：2015-06-18
申请号：PCT/IB2014/066897
申请日：2014-12-15
申请人： SWS ENGINEERING S.P.A. , PALMIERI S.P.A.
发明人： CUCINO, Paolo
CPC分类号： E21D9/008 , B61B13/10 , E21D9/00 , E21D9/10
摘要： The procedure for the construction of underground transport infrastructures, comprises the steps of: excavating an underground transport tunnel (1, 2) comprising a first pipe (1) and a second pipe (2) substantially parallel to one another; making a bypass tunnel (4) connecting the first pipe (1) and the second pipe (2) which comprises the sub-steps of: - introducing a launching chamber (5) along the first pipe (1) up to a first predefined position (PI) chosen along the longitudinal direction (Dl) of the first pipe (1), the launching chamber (5) being able to launch a tunnel boring machine (6); introducing an arrival chamber (7) along the second pipe (2) up to a second predefined position chosen along the longitudinal direction (D2) of the second pipe (2), the arrival chamber (7) being able to receive the tunnel boring machine (6); excavating the bypass tunnel (4) making the tunnel boring machine (6) move forward from the launching chamber (5) to the arrival chamber (7) along a direction transversal (T) to the first pipe (1) and to the second pipe (2).
摘要翻译：施工地下运输基础设施的程序包括以下步骤：挖掘包括基本上彼此平行的第一管（1）和第二管（2）的地下运输隧道（1,2）; 制造连接第一管（1）和第二管（2）的旁通通道（4），其包括以下子步骤： - 沿着第一管（1）引入发射室（5）直到第一预定位置（P1）沿着所述第一管道（1）的纵向方向（D1）选择，所述发射室（5）能够启动隧道掘进机（6）; 沿着第二管道（2）引入到达室（7）直到沿着第二管道（2）的纵向（D2）选择的第二预定位置，到达室（7）能够接收隧道掘进机（6）; 挖掘旁通隧道（4），使得隧道掘进机（6）沿着横向（T）到第一管（1）的方向从发射室（5）向前移动到到达室（7），并且到第二管（2）。

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