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1. 发明申请

WO2016175671A1 PROFILE 审中-公开
标题翻译：简介
公开(公告)号：WO2016175671A1
公开(公告)日：2016-11-03
申请号：PCT/PL2016/050015
申请日：2016-04-22
申请人： PPH S. I A. PIETRUCHA ANDRZEJ PIETRUCHA
发明人： PIETRUCHA, Andrzej , PIETRUCHA, Jerzy , EJCHMAN, Dariusz , KOLASIŃSKI, Daniel
IPC分类号： E02D5/02
CPC分类号： E02D5/03 , B32B17/04 , B32B27/04 , B32B27/12 , B32B2255/102 , B32B2262/0215 , B32B2262/0238 , B32B2262/0284 , B32B2262/101 , E02B3/108 , E02B3/126 , E02D5/02 , E02D5/14 , E02D29/02
摘要： A method of manufacture of geotechnical profiles, characterized in that thermoplastic material, preferably hard and high-impact, PVC and/or PET and/or PE and/or ABS and/or PP, is plasticized in an extruder, after which it is pressed through an cross die unit ant internal reinforcing profiles (2, 4, 6, 8, 10, 12, 14, 16) in the form of flat bars, arched elements, angled elements, ribbed profiles or sections of any geometry are entered to it in the entire volume, and at least in selected cross- section areas of the geotechnical profile (1, 3, 5, 7, 9, 11, 13, 15), whereas these profiles are created from continuous and/or chopped fiber produced simultaneously or as part of a separate production process. A reinforced geotechnical profile, particularly a sheet piling profiles and a mobile flood prevention devices characterized in that it is manufactured out of thermoplastic material, in which reinforcement (2, 4, 6, 8, 10, 12, 14, 16) in the form of continuous fibers are entered locally or at least in selected cross-section areas, and then stabilized and maintained in position by a layer/coat made of PVC and/or PET and/or PE and/or ABS and/or PP, which is permanently and inseparably connected to the glass fibers.
摘要翻译：一种制造岩土型材的方法，其特征在于热塑性材料，优选硬质和高冲击性的PVC和/或PET和/或PE和/或ABS和/或PP在挤出机中增塑，之后将其压制通过十字模具单元，以扁平条，拱形元件，倾斜元件，肋形轮廓或任何几何形状的部分的形式的蚂蚁内部加强型材（2,4,6,8,10,12,14,16）输入到其中在整个体积中，至少在岩土工程剖面（1,3,5,7,9,11,13,15）的选定横截面区域中，而这些轮廓由同时产生的连续和/或短切纤维产生或作为单独生产过程的一部分。一种增强的岩土工程特性，特别是一种片材堆垛型材和一种流动防洪装置，其特征在于，其由热塑性材料制成，其中以形式的加强件（2,4,6,8,10,12,14,16）的连续纤维在局部或至少在选定的横截面区域中输入，然后通过由PVC和/或PET和/或PE和/或ABS和/或PP制成的层/涂层稳定并保持在适当的位置，其是永久不可分割地连接到玻璃纤维上。

2. 发明申请

WO0028156A9 SHEET PILING FOR GROUND SUPPORT AND SITE DRAINAGE 审中-公开
标题翻译：地板支撑和场地排水
公开(公告)号：WO0028156A9
公开(公告)日：2000-11-02
申请号：PCT/AU9900966
申请日：1999-11-05
申请人： SUBTERRANEAN SYSTEMS PTE LTD , YEATES JOHN ASHLEY , COLSON MILTON MILES
发明人： YEATES JOHN ASHLEY , COLSON MILTON MILES
IPC分类号： E02D5/02 , E02D5/14 , E02D5/04
CPC分类号： E02D5/02 , E02D5/14 , E02D2300/0004 , E02D2300/0032 , E02D2300/0035 , E02D2300/007
摘要： A sheet-pile comprising a sheet formed or folded about a longitudinal axis so as to be of corrugated profile form having an overall width (w) exceeding 400 mm, said sheet-pile defining stiffening panel means and joint strip means, and characterised in that the profile for each said stiffening means and joint strip means in accordance with the following: 150 mm = or 40, 0.5 = or
摘要翻译：一种片桩，其包括围绕纵向轴线形成或折叠成具有总宽度（w）超过400mm的波纹轮廓形式的片材，所述片材桩限定了加强板装置和接合带装置，其特征在于，每个所述加强装置和接合带装置的轮廓如下：150mm =或 40,0.5 =或

3. 发明申请

WO2017008464A1 围护桩审中-公开
公开(公告)号：WO2017008464A1
公开(公告)日：2017-01-19
申请号：PCT/CN2016/000386
申请日：2016-07-14
申请人：周兆弟
发明人：周兆弟
IPC分类号： E02D5/52 , E02D5/14
CPC分类号： E02D5/52 , E02D5/14
摘要：一种围护桩，包括桩体（1），桩体（1）的横截面为T形，桩体（1）包括横向桩（2）及与横向桩（2）固定连接的纵向桩（3），横向桩（2）两侧具有能让两个相邻的桩体（1）相互卡接配合的密封机构（4），横向桩（2）上并沿横向桩（2）的径向固定有至少一根锚杆（5）。

4. 发明申请

WO2006123009A1 SEALING OF A PILING 审中-公开
标题翻译：密封包装
公开(公告)号：WO2006123009A1
公开(公告)日：2006-11-23
申请号：PCT/FI2005/000234
申请日：2005-05-20
申请人： TURUN AMMATTIKORKEAKOULU , LEHTONEN, Jouko , LAAKSONEN, Jari
发明人： LEHTONEN, Jouko , LAAKSONEN, Jari
IPC分类号： E02D5/14
CPC分类号： E02D5/14 , E02D5/04 , E02D5/06
摘要： The invention relates to a method for forming a sealed piling in soil of at least two tongue-and-groove elements (1, 6, 18), at least one of which comprises a broaching tool (2). In the method the broaching tool is fastened to the tongue-and-groove element at a distance from the first corner (9) of the tongue-and-groove element, the distance being 0-20 % of the length of a first edge (8) of the tongue-and-groove element. A sealing medium feeding device (13) is fastened to the tongue-and-groove element and the tongue-and-groove element is arranged in the soil and sealing medium (7) is fed by means of the sealing medium feeding device in the cavity created by arranging the broaching tool in the soil. It is characteristic for a typical method for forming a sealed piling according to the invention that the sealing medium feeding device (13) is fastened to the tongue-and-groove element (1, 6, 18) by means of an openable fastening device (37). It is further characteristic for the method according to the invention that the fastening device is released and the sealing medium feeding device is disconnected from the tongue-and-groove element after the tongue-and-groove element is arranged at a desired depth inside the soil. The invention also relates to a tongue-and-groove element for a piling as well as a sealed piling. Further the invention relates to a method for isolating contaminated soil.
摘要翻译：本发明涉及一种用于在至少两个榫槽元件（1,6,18）的土壤中形成密封桩的方法，其中至少一个包括拉削工具（2）。在该方法中，拉削工具在与榫槽元件的第一角（9）相距一定距离处紧固到榫槽元件，该距离为第一边缘的长度的0-20％ 8）的榫槽元件。密封介质供给装置（13）紧固到榫槽元件，并且榫槽元件布置在土壤中，并且密封介质（7）通过密封介质供给装置进入空腔通过在土壤中安置拉刀来创建。根据本发明的形成密封桩的典型方法的特征在于，密封介质供给装置（13）通过可打开的紧固装置（16,18）紧固到榫槽元件（1,6,18） 37）。根据本发明的方法的另一个特征是，在榫槽元件布置在土壤中所需的深度之前，紧固装置被释放并且密封介质进给装置与榫槽元件断开。本发明还涉及一种用于打桩的榫槽元件以及密封的堆垛。本发明还涉及一种分离污染土壤的方法。

5. 发明申请

WO01073209A1 METHOD FOR DRIVING SHEET PILES 审中-公开
标题翻译：驱动片桩的方法
公开(公告)号：WO01073209A1
公开(公告)日：2001-10-04
申请号：PCT/EP2001/003123
申请日：2001-03-19
IPC分类号： E02D5/08 , E02D5/14
CPC分类号： E02D5/14
摘要： A method for driving a sheet pile (10) into the ground comprises the steps of providing a sheet pile (10) comprising at least one sheet pile interlock (14) having an interlock chamber (20); inserting an obturating device (16) into said interlock chamber (20); driving said sheet pile (10) into the ground; withdrawing said obturating device (16) from said interlock chamber (20). Important features of the method are that said obturating device (16) comprises an inflatable tube (21); that said inflatable tube (21) is inflated after said obturating device (16) has been inserted into said interlock chamber (20) and before said sheet pile (10) is driven into the ground; and that said inflatable tube (21) is again deflated before it is withdrawn from interlock chamber (20).
摘要翻译：一种用于将片桩（10）驱动到地面中的方法包括提供包括具有互锁室（20）的至少一个片桩互锁（14）的片桩（10）的步骤。将堵塞装置（16）插入所述互锁室（20）中; 驱动所述板桩（10）进入地面; 从所述互锁室（20）中抽出所述闭塞装置（16）。所述方法的重要特征是所述封闭装置（16）包括可充气管（21）; 所述充气管（21）在所述封闭装置（16）已经插入所述互锁室（20）中并且在所述板堆（10）被驱动到地下之前被充气; 并且所述可充气管（21）在从互锁室（20）中取出之前再次放气。

6. 发明申请

WO2017159975A1 신축 및 확장이 자유로운 시트파일 审中-公开
标题翻译：新的和扩展的工作表文件
公开(公告)号：WO2017159975A1
公开(公告)日：2017-09-21
申请号：PCT/KR2016/015559
申请日：2016-12-30
申请人： 손완규
发明人： 손완규
IPC分类号： E02D5/03 , E02D5/14
CPC分类号： E02D5/03 , E02D5/14
摘要： 본 발명은 신축 및 확장이 자유로운 시트파일에 관한 것으로, 단면이 반구형의 구조를 가지며 상현으로 배치되는 돌출형 원형부(10); 상기 돌출형 원형부(10)의 양측 끝단에 일단부가 인접하여 수평으로 형성되는 제1플랜지(20a) 및 제2 플랜지(20b); 상기 제1플랜지(20a) 및 제2 플랜지(20b)의 타단부에 소정의 각도로 경사지게 형성되는 제1웨브(30a) 및 제2웨브(30b); 상기 제1웨브(30a) 및 제2웨브(30b)의 끝단에 인접하여 수평방향으로 형성되는 제1연결걸이(40a) 및 제2연결걸이(40b);를 포함하여 구성되는 것을 특징으로 한다.
摘要翻译：本发明涉及一种可拉伸和可展开的板桩，包括：具有半球形横截面并且以轮廓布置的突出的圆形部分（10）第一凸缘20a和第二凸缘20b形成在突出圆形部分10的两端并与其一端水平相邻; 第一腹板30a和第二腹板30b相对于第一凸缘20a和第二凸缘20b的另一端以预定角度倾斜; 并且第一连接钩40a和第二连接钩40b形成在与第一卷材30a和第二卷材30b的端部相邻的水平方向上。

7. 发明申请

WO2013079789A1 TONGUE AND GROOVE CONNECTOR AND PILE 审中-公开
标题翻译： TONGUE和GROOVE连接器和块
公开(公告)号：WO2013079789A1
公开(公告)日：2013-06-06
申请号：PCT/FI2012/051173
申请日：2012-11-28
申请人： RAUTARUUKKI OYJ
发明人： VESAMÄKI, Hannu
IPC分类号： E02D5/08 , E02D5/14
CPC分类号： E02D5/08 , E02D5/12 , E02D5/14
摘要： The invention relates to a tongue and groove connector, to an injection bored pile and to an injection bored pile wall. Then injection bored pile arranged to be installed at least partly into a hole (26) in ground (50) comprises a longitudinal pile body (22, 24) the pile body (22, 24) having an upper end and a lower end and a female connector element (10) and/or a male connector element (2) extending substantially along the longitudinal direction of the pile body (22, 24) on the outer surface (25) of the pile body (22, 24) for providing a tongue and groove connection with an adjacent bored pile. The female connector element (10) and/or the male connector element (2) is provided with at least one separate injection channel (20, 23) injecting fluid material.
摘要翻译：本发明涉及一种舌槽连接器，一种注射钻孔桩和一种注入钻孔桩壁。然后，布置成至少部分地安装在地面（50）中的孔（26）中的注入钻孔桩包括纵向桩体（22,24），该桩体具有上端和下端以及阴连接器元件（10）和/或基本上沿着桩体（22,24）的外表面（25,24）的纵向方向延伸的阳连接器元件（2），用于提供与相邻钻孔桩的榫槽连接。阴连接器元件（10）和/或阳连接器元件（2）设置有注入流体材料的至少一个分离的注入通道（20,23）。

8. 发明申请

WO2006123009B1 SEALING OF A PILING 审中-公开
标题翻译：密封
公开(公告)号：WO2006123009B1
公开(公告)日：2007-02-15
申请号：PCT/FI2005000234
申请日：2005-05-20
申请人： TURUN AMMATTIKORKEAKOULU , LEHTONEN JOUKO , LAAKSONEN JARI
发明人： LEHTONEN JOUKO , LAAKSONEN JARI
IPC分类号： E02D5/14
CPC分类号： E02D5/14 , E02D5/04 , E02D5/06
摘要： The invention relates to a method for forming a sealed piling in soil of at least two tongue-and-groove elements (1, 6, 18), at least one of which comprises a broaching tool (2). In the method the broaching tool is fastened to the tongue-and-groove element at a distance from the first corner (9) of the tongue-and-groove element, the distance being 0-20 % of the length of a first edge (8) of the tongue-and-groove element. A sealing medium feeding device (13) is fastened to the tongue-and-groove element and the tongue-and-groove element is arranged in the soil and sealing medium (7) is fed by means of the sealing medium feeding device in the cavity created by arranging the broaching tool in the soil. It is characteristic for a typical method for forming a sealed piling according to the invention that the sealing medium feeding device (13) is fastened to the tongue-and-groove element (1, 6, 18) by means of an openable fastening device (37). It is further characteristic for the method according to the invention that the fastening device is released and the sealing medium feeding device is disconnected from the tongue-and-groove element after the tongue-and-groove element is arranged at a desired depth inside the soil. The invention also relates to a tongue-and-groove element for a piling as well as a sealed piling. Further the invention relates to a method for isolating contaminated soil.
摘要翻译：本发明涉及一种用于在至少两个榫槽元件（1,6,18）的土壤中形成密封桩的方法，其中至少一个包括拉削工具（2）。在该方法中，拉削工具在与榫槽元件的第一角（9）相距一定距离处紧固到榫槽元件，该距离为第一边缘的长度的0-20％ 8）的榫槽元件。密封介质供给装置（13）紧固到榫槽元件，并且榫槽元件布置在土壤中，并且密封介质（7）通过密封介质供给装置进入空腔通过在土壤中安置拉刀来创建。根据本发明的形成密封桩的典型方法的特征在于，密封介质供给装置（13）通过可打开的紧固装置（16,18）紧固到榫槽元件（1,6,18） 37）。根据本发明的方法的另一个特征是，在榫槽元件布置在土壤中所需的深度之前，紧固装置被释放并且密封介质进给装置与榫槽元件断开。本发明还涉及一种用于打桩的榫槽元件以及密封的堆垛。本发明还涉及一种分离污染土壤的方法。

9. 发明申请

WO02035011A1 METAL SHEET PILING 审中-公开
标题翻译：金属板桩
公开(公告)号：WO02035011A1
公开(公告)日：2002-05-02
申请号：PCT/GB2001/004371
申请日：2001-09-28
IPC分类号： E02D5/14
CPC分类号： E02D5/14
摘要： A metal sheet pile includes a wall section having a central flange flanked by outwardly inclined side walls. The free edges of the side walls include longitudinally extending interlocks each having a cavity filled with a sealant. The sealant present in one or each cavity has a flowable consistency and the open side of the cavity is closed by a member which is progressively displaced by the interlock of a neighbouring sheet pile on driving that neighbouring pile. An end plate is positioned to close the lower open end of the cavity.
摘要翻译：金属板桩包括具有侧面为向外倾斜的侧壁的中心凸缘的壁部分。侧壁的自由边缘包括各自具有填充有密封剂的空腔的纵向延伸的互锁。存在于一个或每个空腔中的密封剂具有可流动的稠度，并且空腔的开口侧由在驱动该相邻堆上的相邻片堆的互锁逐渐移位的构件封闭。定位端板以封闭空腔的下开口端。

10. 发明申请

WO1997026413A1 APPARATUS AND METHOD FOR FORMING BARRIER WALL 审中-公开
标题翻译：用于形成障碍墙的装置和方法
公开(公告)号：WO1997026413A1
公开(公告)日：1997-07-24
申请号：PCT/US1997000606
申请日：1997-01-21
申请人： WICKBERG, Norman, E. , DEGROOTE, Carl
IPC分类号： E02D05/00
CPC分类号： E02D5/08 , E02D5/02 , E02D5/06 , E02D5/14 , E02D5/20
摘要： A method and apparatus forming a subterranean barrier wall that is substantially impervious to liquids. The barrier wall and method of forming the same comprises interlocking a plurality of sheet piles. Each sheet pile (10) has interlocking edges that form a sealed joint. The interlocking edges consist of two semi-circular portions, a first semi-circular groove (11) and a first radial edge (12), and a quarter-circular part, a second radial edge (12). Interlocking the sheet piles by a first inner locking edge (15), a second interlocking edge (17) and an outer locking edge (14) at the interlocking edges forms a barrier wall forming a substantially moisture-impervious seal.
摘要翻译：形成基本上不透液体的地下阻隔壁的方法和装置。阻挡壁及其形成方法包括互锁多个板桩。每个纸张堆（10）具有形成密封接头的互锁边。互锁边缘由两个半圆形部分组成，第一半圆形凹槽（11）和第一径向边缘（12）以及四分之一圆形部分，第二径向边缘（12）。通过在互锁边缘处的第一内部锁定边缘（15），第二互锁边缘（17）和外部锁定边缘（14）将片材堆叠在一起形成形成基本不透湿密封件的阻挡壁。

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