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1. 发明授权

EP3081697B1 SOIL PROBING DEVICE HAVING A STRING OF FLEXIBLY CONNECTED ROD SECTIONS 有权
标题翻译：具有一串柔性连接杆部分的土壤探测装置
公开(公告)号：EP3081697B1
公开(公告)日：2017-11-01
申请号：EP16165402.5
申请日：2016-04-14
申请人： A.P. van den Berg Holding B.V.
发明人： HOEKSTRA, Arend Tjeerd
IPC分类号： E02D1/02 , G01N3/42 , G01N33/24
CPC分类号： E02D1/02 , E02D1/022 , G01N3/42 , G01N33/24

2. 发明公开

EP2543769A1 Method of consolidating a foundation soil 有权
标题翻译：压实地基基础和/或建筑工地的方法
公开(公告)号：EP2543769A1
公开(公告)日：2013-01-09
申请号：EP12172908.1
申请日：2012-06-21
申请人： GEOSEC s.r.l.
发明人： Occhi, Marco
IPC分类号： E02D1/02 , E02D3/12
CPC分类号： E02D3/12 , E02D1/02 , E02D3/123
摘要： There is described a method of consolidating foundation soils and/or building sites in general, which comprises injections of expanding chemical products which are projected and carried out by means of monitoring the effects which are progressively measured in the soil in the course of treatment by means of sequential tomographies of the electrical resistivity. Those consolidating injections will be carried out until the percentage variation of the electrical resistivity Δ ρ (%), measured in quasi-real time in the soil being treated and always with respect to the initial condition before the injection will not constitute sequential gradients (Nth) which differ from the preceding one (N-1) for variations contained in the range ±5%.

3. 发明授权

EP0376340B1 Apparatus for analysing ground characteristics and method of determining a foundation pile for a bored hole 失效
标题翻译：用于测量基桩设计的土壤性质和方法井
公开(公告)号：EP0376340B1
公开(公告)日：1999-12-08
申请号：EP89124126.7
申请日：1989-12-28
申请人： TAKECHI ENGINEERING CO., LTD.
发明人： Yabuuchi, Sadao
IPC分类号： E02D33/00 , E02D27/28 , E02D5/36 , E02D1/02
CPC分类号： E02D1/02 , E02D1/022 , E02D5/36 , E02D5/48 , E02D27/28 , E02D33/00

4. 发明公开

EP0877921A1 SOIL COMPACTION MEASUREMENT 失效
标题翻译：土壤的剪切模量测量
公开(公告)号：EP0877921A1
公开(公告)日：1998-11-18
申请号：EP97904836.0
申请日：1997-01-23
申请人： BBN Corporation
发明人： HAMBLEN, William, R. , BERKMAN, Frank , WATTERS, Hill
IPC分类号： E02D1 , G01H15 , G01N3
CPC分类号： E02D1/02 , G01H15/00 , G01N3/32 , G01N2291/02827
摘要： The in-situ measurement of the shear modulus of a surface layer of soil (12) is performed by apparatus in which a contact foot (11) with a preselected downward bias force engages a defined area of a region of soil. A drive transducer (13) shakes the contact foot (11) vertically and sensing transducers (17, 18) determine the force applied to the foot (11) and the resulting movement of the foot (11) and generate respective first and second output signals. The in-phase movement responsive output signal is analyzed in relation to the force signal to obtain a measurement of a single parameter which is representative of the stiffness provided by the soil (12). The shear modulus as well as the void ratio of the soil can be calculated from the stiffness. The drive transducer (13) is energized by an A.C. signal which progressively varies in frequency over a preselected band with the rate of change also varying with frequency thereby providing a greater force spectrum content at lower frequencies than at higher frequencies in the band, while maintaining a substantially constant force magnitude.

5. 发明授权

EP0145241B1 Improvements in or relating to apparatus and methods for driving projectiles 失效
标题翻译：改进或相关于装置和驱动项目的方法
公开(公告)号：EP0145241B1
公开(公告)日：1990-10-03
申请号：EP84307573.0
申请日：1984-11-02
申请人： NATIONAL RESEARCH DEVELOPMENT CORPORATION
发明人： Rodger, Albert Alexander
IPC分类号： E02D1/02 , E02D7/18
CPC分类号： E21B49/006 , E02D1/02 , E21B1/02 , E21B7/24 , E21B49/02

6. 发明授权

EP2385175B1 Cone Penetration Testing Pushing Device and System 有权
标题翻译：按设备和系统进行测试锥入度
公开(公告)号：EP2385175B1
公开(公告)日：2016-12-07
申请号：EP11165351.5
申请日：2011-05-09
申请人： Gouda Geo-Equipment B.V.
发明人： Hogervorst, Leonardus Robertus Adrianus , Zuijderduijn, Willem
IPC分类号： E02D1/04 , E02D1/02 , E21B49/00
CPC分类号： E02D1/04 , E02D1/02 , E02D1/022 , E02D1/025

7. 发明授权

EP1914350B1 A method for homogenizing and stabilising a soil by way of injections 有权
标题翻译：一种用于均质化和底土的稳定化通过注射来处理
公开(公告)号：EP1914350B1
公开(公告)日：2011-12-28
申请号：EP06425705.8
申请日：2006-10-13
申请人： Geosec S.r.l.
发明人： Occhi, Marco , Occhi, Andrea , Gualerzi, Daniele , Morelli, Gianfranco
IPC分类号： E02D3/12
CPC分类号： E02D3/12 , E02D1/02 , E02D27/48

8. 发明公开

EP1914350A1 A method for homogenizing and stabilising a soil by way of injections 有权
标题翻译：一种用于均质化和底土的稳定化通过注射来处理
公开(公告)号：EP1914350A1
公开(公告)日：2008-04-23
申请号：EP06425705.8
申请日：2006-10-13
申请人： Geosec S.r.l.
发明人： Occhi, Marco , Occhi, Andrea , Gualerzi, Daniele , Morelli, Gianfranco
IPC分类号： E02D3/12
CPC分类号： E02D3/12 , E02D1/02 , E02D27/48
摘要： A method for homogenizing and/or re-homogenizing the physical and chemical characteristics of foundation grounds and/or building areas in general, to fight the differential sagging of buildings, consists in injections of chemical products, even expanding and effective also in the presence of water and/or moisture (such as polyurethane resins and compounds), aimed at acting over the volumes of grounds that prove to be non-homogeneous and/or uneven compared to adjoining portions that are not affected by sagging and which are taken as reference portions. These portions of ground are localized and monitored according to set frequencies and fixed patterns by means of 3D tomographic geoelectric general detection means allowing the effects obtained in the ground by the mentioned targeted injections to be verified both before and during the work, owing to the nature of the resins/ground dynamic system and the treated volumes to be brought the same conditions of homogeneousness and/or uniformity as those matching the areas that are not affected by any sagging.
摘要翻译：因此，一种用于均质化和/或重新均质基础的理由和/或一般建筑领域的物理和化学特性，对抗差下垂建筑，besteht化工产品的注射方法，即使扩大和有效的存在水和/或水分（：如聚氨酯树脂和化合物），在作用在场地的体积针对没有被证明是不均匀的和/或不平坦的相比邻接的部分也不会受到下垂并且被取作基准部，的地面这些部分由3D断层地电一般检测手段本地化和监控雅丁设置的频率和固定的模式意味着允许由所提到的目标注射在地面所获得的效果，以前和工作过程中进行验证，由于自然树脂/地面系统和所述动态治疗体积的被带到均匀性和/或均匀性的条件相同的条件相匹配的区域并没有通过任何下垂影响。

9. 发明公开

EP1884599A2 Method for checking the bearing capacity of a pile 审中-公开
标题翻译：弗法赫·祖尔·普鲁芬德·德拉格法吉特
公开(公告)号：EP1884599A2
公开(公告)日：2008-02-06
申请号：EP07113124.7
申请日：2007-07-25
申请人： GeoDynamic
发明人： Feddema, Klaas
IPC分类号： E02D1/00
CPC分类号： E02D1/02 , E02D1/022 , E02D1/025 , E02D33/00
摘要： Method for installing a foundation in the soil through the installation of piles. Beforehand, probing is conducted. According to the invention, during the installation of said piles and, more particularly, during the displacement of soil material, the resistance which is thereby encountered is established. According to the invention, it is proposed to mutually compare the results obtained during the introduction of the piles and probing results. For this it is necessary to adjust one or both values. In this way, it can be verified whether the pile satisfies the bearing capacity requirements set by the design engineer.
摘要翻译：通过安装桩在土壤中安装基础的方法。之前，进行探测。根据本发明，在安装所述桩期间，尤其是在土体移动期间，建立了由此遇到的阻力。根据本发明，提出了在引入桩和探测结果期间获得的结果相互比较。为此，需要调整一个或两个值。这样，可以验证桩是否满足设计工程师设定的承载能力要求。

10. 发明公开

EP1662049A2 Method for positioning concrete piles 审中-公开
标题翻译：维尔法赫恩·尤恩布林根（Einbringen）
公开(公告)号：EP1662049A2
公开(公告)日：2006-05-31
申请号：EP05077158.3
申请日：2005-09-20
申请人： Wind, Jan
发明人： Wind, Jan
IPC分类号： E02D1/02 , E02D5/50
CPC分类号： E02D5/50 , E02D1/02
摘要： The invention relates to a method for positioning the ends of concrete piles (3). Before piles (3) are driven into the ground, the building land is probed, after which a fitting pile (3) is manufactured for every location. The piles (3) are manufactured such that on a top side a reinforcement (5) projects from the pile or may be inserted into the pile (3).
摘要翻译：本发明涉及一种定位混凝土桩（3）端部的方法。在将桩（3）推入地面之前，对建筑物的土地进行探测，然后为每个地点制造一个安装桩（3）。桩（3）制造成使得在顶侧上，加强件（5）从桩突出或可以插入桩（3）中。

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