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1. 发明公开

EP3239453A1 A METHOD AND SYSTEM FOR INSTALLING GEOTHERMAL HEAT EXCHANGERS, ENERGY PILES, CONCRETE PILES, MICROPILES, AND ANCHORS USING A SONIC DRILL AND A REMOVABLE OR RETRIEVABLE DRILL BIT 审中-公开
标题翻译：安装地热换热器，能量桩，混凝土桩，微桩和锚的方法和系统，使用声波钻和可移动或可回收的钻头
公开(公告)号：EP3239453A1
公开(公告)日：2017-11-01
申请号：EP16205225.2
申请日：2009-02-20
申请人： Roussy, Raymond J.
发明人： Roussy, Raymond J.
IPC分类号： E21B7/20 , E02D5/34 , E02D7/00 , E21B33/13 , E21B7/24 , F24J3/08 , E21B33/14 , E21B6/00 , E21B10/64 , F24J2/46
CPC分类号： E21B10/64 , E02D5/34 , E02D5/385 , E02D5/665 , E02D5/72 , E02D7/18 , E02D7/22 , E02D7/26 , E21B6/00 , E21B33/14 , F24S2080/05 , F24T10/15 , F24T10/17 , F24T10/30 , F24T2010/53 , Y02E10/125
摘要： There is provided a method for drilling a cased hole and installing a micropile. A sonic drilling apparatus is positioned at a desired location. The sonic drilling apparatus includes a rotating and vibrating apparatus for rotating and vibrating a drill string into the ground. A retrievable drill bit is operatively connected to the drill string. The cased hole is drilled to a desired depth by rotating and vibrating the drill string into the ground. The retrievable drill bit is retrieved from the cased hole following the drilling of the cased hole to the desired depth. A micropile is lowered into the cased hole following the retrieval of the retrievable drill bit. Grouting material may be discharged into the cased hole before or after the drill string is removed from the ground. In another embodiment, a removable drill bit may be used in place of the retrievable drill bit.
摘要翻译：提供了一种钻套管井和安装微型桩的方法。声波钻孔设备位于所需位置。声波钻井设备包括用于使钻柱旋转和振动到地面中的旋转和振动设备。可回收钻头可操作地连接到钻柱。通过将钻柱旋转并振动到地面中，将套管钻孔钻至所需的深度。在将套管钻孔到所需深度之后，可取回的钻头从套管孔中取出。取回可回收的钻头后，将微型桩下入套管井中。在将钻柱从地面移除之前或之后，可将灌浆材料排入套管井中。在另一个实施例中，可以使用可拆卸的钻头代替可回收的钻头。

2. 发明公开

EP3169850A1 RAPID PIER 审中-公开
公开(公告)号：EP3169850A1
公开(公告)日：2017-05-24
申请号：EP15821778.6
申请日：2015-07-14
申请人： Uretek USA, Inc.
发明人： BARRON, Brent , BROWN, Randall W. , HIBBARD, Edward
IPC分类号： E02D27/48
CPC分类号： E02D5/34
摘要： A method and apparatus for rapidly constructing a structural pier comprising the steps of placing into a soil under a structure to be supported a casing having an inner diameter and an outer diameter, positioning an injection tube into the inner diameter of the casing, and injecting an expansive material into the casing. Optional perforations in the casing allow some of the expansive material to be ejected from the casing into the surrounding soil to create fingers or branches for the purpose of adding friction to the structural pier.
摘要翻译：一种用于快速构造结构墩的方法和设备，包括以下步骤：将待支撑的结构置于土壤下的具有内径和外径的壳体;将注入管定位在壳体的内径中;以及将膨胀材料进入套管。套管中的可选穿孔允许一些膨胀材料从套管中弹出到周围的土壤中，以形成手指或分支以增加摩擦到结构墩的目的。

3. 发明授权

EP2998037B1 Reinigungsvorrichtung zum Reinigen einer Sohle eines Bohrloches und Verfahren zum Erstellen eines Gründungselementes 失效转让
标题翻译：清洁装置用于清洁井筒和方法的鞋底用于创建基础元件
公开(公告)号：EP2998037B1
公开(公告)日：2017-03-08
申请号：EP14185530.4
申请日：2014-09-19
申请人： BAUER Spezialtiefbau GmbH
发明人： Spreitzer, Stefan , Wiedenmann, Ulli , Hroos, Helmut
IPC分类号： B08B3/02 , E02D5/34 , E02D13/08 , E21B21/00
CPC分类号： E02D13/08 , B08B3/02 , E02D5/34 , E02D5/46 , E21B21/00

4. 发明公开

EP2229482A2 EQUIPMENT FOR DRILLING SECANT HOLES 审中-公开
标题翻译： DEVICE FOR钻孔切割
公开(公告)号：EP2229482A2
公开(公告)日：2010-09-22
申请号：EP09702892.2
申请日：2009-01-13
申请人： Soilmec S.p.A.
发明人： SIEPI, Maurizio
IPC分类号： E02D5/18
CPC分类号： E02D5/18 , E02D5/34
摘要： Equipment for drilling secant holes (2) constituted by an excavating system (3, 14, 4, 16, and 17) and by a guide system (7, 8), both of which are set in the hole (2) being drilled and in a previously made hole (2'), the two systems being fixed with respect to one another in such a way as to define a pre-set distance between centres of the holes; the excavating system comprising a rotation means (3) and a bit (4) connected thereto, and being completely introduced into the borehole.

5. 发明公开

EP1774278A2 MONITORING SYSTEM FOR CONCRETE PILINGS AND METHOD OF INSTALLATION 有权
标题翻译：监测系统的水泥柱及安装方法
公开(公告)号：EP1774278A2
公开(公告)日：2007-04-18
申请号：EP05775737.9
申请日：2005-07-25
申请人： Smart Structures, Inc.
发明人： HECHT, Kurt , HECHT, Richard
IPC分类号： G01N3/00
CPC分类号： E02D5/34 , E02D5/22 , E02D13/06 , E02D33/00 , G01N33/383 , G01N35/00871 , G01N2001/021 , G01N2035/00881 , G01N2203/0664
摘要： A speech recognition system and method are provided to correctly distinguish among muliple interpretations of an utterance (202). This system is particularly useful when the set of possible interpretations is large, changes dynamically, and/or contains items that are not phonetically distinctive (203). The speech recogntion system extends the capabilities of mobile wireless communication devices that are voice operated after their intital activation (206).

6. 发明授权

EP1146173B1 Machine pour la réalisation de pieux forés 有权
标题翻译：显示装置，用于钻孔桩
公开(公告)号：EP1146173B1
公开(公告)日：2004-03-10
申请号：EP01400915.3
申请日：2001-04-10
申请人： COMPAGNIE DU SOL
发明人： Sherwood, David
IPC分类号： E02D5/34 , E02D5/36
CPC分类号： E02D5/36 , E02D5/34 , E02D5/46

7. 发明公开

EP0940559A2 Vorrichtung und Verfahren zum Messen des Durchmessers eines mittels Hochdruckinjektion im Erdreich hergestellten Körpers 审中-公开
标题翻译：装置和方法，用于通过高压注射的方式测量土壤中产生的体的直径
公开(公告)号：EP0940559A2
公开(公告)日：1999-09-08
申请号：EP99250063.7
申请日：1999-03-04
申请人： Bruder, Stephan Eberhard
发明人： Bruder, Stephan Eberhard
IPC分类号： E21B47/08 , E21B23/14 , E21B7/18 , E02D3/12
CPC分类号： E21B47/08 , E02D1/08 , E02D5/34 , E02D5/42 , E02D2250/003 , E02D2300/002 , E21B23/14
摘要： Mittels einer unter Vorspannung stehenden Spule (4), an der eine Meßleine (5) auf- und abwickelbar ist, wobei sich an dem freien Ende der Auf- und Abwickeleinrichtung ein Schwimmkörper (6) oder Strömungskörper befindet, ist während des Bohrvorganges der aktuell erreichte Durchmesser eines herzustellenden HDI-Körpers ermittelbar. Der Schwimmkörper oder Strömungskörper wird von der Strömung des Hochdruckinjektionsstrahles (10) mitgerissen, so daß die Länge der Meßleine der wirksamen Länge des Hochdruckinjektionsstrahles entspricht.
摘要翻译：该测量装置具有测量线（5）缠绕到保持在张力下的滑阀（4）。浮子（6）或流动体被固定到线的一端。而喷射射流（10）这导致高压喷射，被发射时，所述浮子被带入射流，并且可以保持在那里。所述测量装置具有用于确定性挖掘装置（7）多行的是如何展开。线可以重新卷绕。因此独立的权利要求覆盖了确定性的挖掘方法中的高压喷射体的直径。

8. 发明公开

EP0796948A1 PILE HEAD TREATING TOOL FOR CAST-IN-PLACE PILE, PILE HEAD TREATING METHOD, AND CAST-IN-PLACE PILING METHOD 失效
标题翻译：双刀头处理器具的局部形竿头处理工艺，及其制造方法桩现浇混凝土
公开(公告)号：EP0796948A1
公开(公告)日：1997-09-24
申请号：EP95938611.1
申请日：1995-11-27
申请人： Okawa, Shogen
发明人： Okawa, Shogen
IPC分类号： E02D5/34
CPC分类号： E02D5/34 , E02D5/66 , E02D2250/0023 , E02D2300/002 , E02D2300/0029
摘要： A pile head dresser for cast-in-place concrete piles has an inner cylinder 2 arranged for allowing a tremie pipe 16 to move in and out, and surrounded at a distance by an outer cylinder 3, and a top plate 1 and a bottom plate 6 joining the two cylinders 2 and 3 at top and bottom respectively to form a double cylinder structure A, the bottom plate 6 having a plurality of reinforcement bar apertures 8 provided therein at equal intervals of a distance, and the top and bottom plates 1, 6 having exhaust apertures 5 and 9 respectively provided therein for passing a mixture of air and slurry.
摘要翻译：甲桩头修整用于浇铸的现浇混凝土桩必须通过在外筒3被安排用于实现一个混凝土导管16进出移动，并且包围在一个距离内筒2和顶板1和底板 6接合两个圆筒2,3在顶部和底部分别形成双圆筒结构A，具有光圈8在距离相等的间隔设置在其中的钢筋的多个底板6和顶板和底板1， 6排气孔径5和9分别用于使空气和淤浆的混合物提供在其中具有。

9. 发明公开

EP3263773A1 PILING CONSTRUCTION MANAGEMENT METHOD 有权
标题翻译：桩基施工管理方法
公开(公告)号：EP3263773A1
公开(公告)日：2018-01-03
申请号：EP16878210.0
申请日：2016-11-16
申请人： Oak Co., Ltd.
发明人： KASHIMOTO, Takahiko
IPC分类号： E02D1/02
CPC分类号： E02D1/022 , E02D1/02 , E02D5/24 , E02D5/34 , E02D7/10 , E02D13/06 , G01L5/0052
摘要： Provided is a piling construction management method that allows elimination of the effort of redoing piling construction because of insufficient support force by very easily and reliably determining whether the support force of a piling hole is sufficient for the distal end of a piling when erecting piling in a piling hole. The support strength of a hole bottom Hb2 is measured with a penetration testing device M1 before erecting a piling in a piling hole H1. The piling is erected in the piling hole H1 when the measurement is at or above a prescribed value, whereas the piling hole H1 is dug again and the support strength of the hole bottom Hb2 after being dug again is measured with the penetration testing device M1 in the same manner when the measurement is less than the prescribed value. A piling with a length corresponding to the piling hole H2 after being dug again is erected when the measurement is equal to or greater than the prescribed value. The penetration testing device M1: is one in which a knocking block51 on which a penetration shaft 4 is integrated is struck by a drive hammer 52 in free-fall; comprises a lifting mechanism 8 that lifts the drive hammer 52 after falling to a prescribed height and releases same; and determines the support strength from the number of impacts required for the penetration shaft 4 to penetrate to a prescribed depth from the hole bottom Hb1.
摘要翻译：本发明提供一种打桩施工管理方法，该打桩施工管理方法能够非常简单且可靠地判断在竖立打桩时桩桩的顶端是否足够用于打桩的桩的支撑力，从而能够消除由于支撑力不足而导致打桩施工的重复工作打桩孔。孔堆底部Hb2的支撑强度在堆积在堆积孔H1中之前用渗透测试装置M1测量。在测定值为规定值以上时，将堆积物竖立在堆积孔H1中，并且再次挖出堆积孔H1，再次利用穿透检查装置M1测定挖掘后的孔底Hb2的支承强度当测量值小于规定值时也是如此。当测量等于或大于规定值时，在再次挖掘之后堆叠与堆叠孔H2相对应的长度的堆叠。贯穿检查装置M1是将贯通轴4一体化的敲落块51自由下落的状态下通过驱动锤52敲击的贯穿检查装置，具备升降机构8，该升降机构8在使驱动锤52下降到规定高度后将其抬起并释放; 并根据穿透轴4从孔底Hb1穿透到规定深度所需的冲击次数来确定支撑强度。

10. 发明公开

EP3169850A4 RAPID PIER 审中-公开
公开(公告)号：EP3169850A4
公开(公告)日：2017-11-29
申请号：EP15821778
申请日：2015-07-14
申请人： URETEK USA INC
发明人： BARRON BRENT , BROWN RANDALL W , HIBBARD EDWARD
IPC分类号： E02D27/48 , E02D5/34
CPC分类号： E02D5/34
摘要： A method and apparatus for rapidly constructing a structural pier comprising the steps of placing into a soil under a structure to be supported a casing having an inner diameter and an outer diameter, positioning an injection tube into the inner diameter of the casing, and injecting an expansive material into the casing. Optional perforations in the casing allow some of the expansive material to be ejected from the casing into the surrounding soil to create fingers or branches for the purpose of adding friction to the structural pier.

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