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1. 发明申请

WO99024676A1 METHOD OF MANUFACTURING A REINFORCED OBLONG CONCRETE PRODUCT FOR LONGITUDINAL LOAD-BEARING PURPOSES, AND A DRIVEN PILE 审中-公开
标题翻译：制造用于长期负载轴承的增强的龙骨混凝土产品的方法和驱动桩
公开(公告)号：WO99024676A1
公开(公告)日：1999-05-20
申请号：PCT/NL1998/000643
申请日：1998-11-06
IPC分类号： E02D5/44 , E02D5/58 , E02D5/10 , B28B1/08 , B28B1/26
CPC分类号： E02D5/58 , E02D5/44 , E02D2250/0007 , E02D2300/0034 , E02D2300/0054 , E02D2300/0065 , E02D2300/0068
摘要： The invention relates to a method of manufacturing a reinforced oblong concrete product for longitudinal load-bearing purposes, in particular a driving pile. According to the present invention reinforcing fibres are used to prevent break-up of the concrete dueto radial forces which occur during driving, and the concrete composition is provided with said reinforcing fibres before the concrete composition is applied to the reinforcing wire. This method reduces the amount of heavy labour and cost. The invention also relates to a driving pile comprising reinforcing fibres.
摘要翻译：本发明涉及制造用于纵向承载目的的增强长方形混凝土产品的方法，特别是驱动桩。根据本发明，增强纤维用于防止由于驱动期间发生的径向力而使混凝土破裂，并且在将混凝土组合物施加到增强线之前，混凝土组合物设置有所述增强纤维。这种方法减少了劳动力和成本。本发明还涉及一种包括增强纤维的驱动桩。

2. 发明申请

WO2019005850A1 INTEGRAL PRECAST FOUNDATION BASE FOR PUMPING UNIT 审中-公开
公开(公告)号：WO2019005850A1
公开(公告)日：2019-01-03
申请号：PCT/US2018/039576
申请日：2018-06-26
申请人： GENERAL ELECTRIC COMPANY
发明人： JONES, Robert, Miler
IPC分类号： F04B47/02 , E21B43/12 , F16M5/00
CPC分类号： E02D27/44 , E02D2200/1642 , E02D2250/0046 , E02D2300/002 , E02D2300/0034 , E02D2600/20 , E21B43/127 , F04B47/022 , F16M5/00
摘要： A beam pumping unit includes an integrated base assembly that has a precast concrete pad and a support base partially embedded within the precast concrete pad. The beam pumping unit further includes a pedestal supported by the support base and a Samson post supported by the support base. Also disclosed is a method for making and assembling a beam pumping unit near a wellhead. The method includes the steps of producing an integrated base assembly that has a support base within a concrete pad, placing the integrated base assembly near the wellhead and securing a Samson post to the integrated base assembly.

3. 发明申请

WO2018080105A1 프리캐스트 철근콘크리트 말뚝 및 이를 이용한 흙막이 벽체 시공방법 审中-公开
标题翻译：预制钢筋混凝土桩及施工方法
公开(公告)号：WO2018080105A1
公开(公告)日：2018-05-03
申请号：PCT/KR2017/011580
申请日：2017-10-19
申请人： 이승원
发明人： 이승원
IPC分类号： E02D17/04 , E02D17/08
CPC分类号： E02D17/04 , E02D17/08 , E02D2250/003 , E02D2300/0034 , E02D2600/20
摘要： 본 발명은 지반에 연속적으로 삽입 설치되어 흙막이 벽체를 형성하는 원형의 프리캐스트 철근콘크리트 말뚝에 있어서, 상기 말뚝의 일측면에 길이방향으로 형성되는 가이드홈; 상기 말뚝의 타측 또는 상기 가이드홈에 길이방향으로 형성되에 그라우트를 주입하기 위한 주입홈; 상기 말뚝 내부에 배근되는 복수의 축철근; 및 상기 복수의 축철근을 감싸는 나선철근;을 포함하는 프리캐스트 철근콘크리트 말뚝에 관한 것이다. 본 발명을 통해, 말뚝의 결합방향에 관계없이 주입홈이 주입하고자 하는 위치에 존재하게 되어 그라우팅 주입방법이 다양하고 흙막이 벽체의 차수성이 우수한 효과를 제공할 수 있다.
摘要翻译：本发明涉及一种连续插入地面以形成挡土墙的圆形预制钢筋混凝土桩，其包括：在桩的纵向方向上的一侧上形成的导向槽; 注入槽，用于沿桩或导向槽的另一侧的纵向注入灰浆; 多个设置在桩中的轴向钢筋; 以及围绕多个轴向钢筋的螺旋钢筋。根据本发明，无论桩与桩结合的方向如何，注入槽都存在于要浇注的位置处，由此提供各种灌浆注入方法和优良的挡土墙的防水性。

4. 发明申请

WO2017132425A1 PRECAST HOLLOW BLOCK WALL SYSTEM AND FORMS FOR MANUFACTURING THE SAME 审中-公开
标题翻译：预制空心砌块墙体系统及其制造方法
公开(公告)号：WO2017132425A1
公开(公告)日：2017-08-03
申请号：PCT/US2017/015204
申请日：2017-01-26
申请人： REDI-ROCK INTERNATIONAL, LLC
发明人： MANTHEI, Jacob , HADFIELD, Lance
IPC分类号： B28B7/16 , B28B7/18 , E02D29/02 , E04B2/02 , E04H17/14 , E04H17/16 , E04H17/22
CPC分类号： E04B2/42 , B28B7/002 , B28B7/0041 , B28B7/0044 , B28B7/007 , B28B7/02 , B28B7/183 , B28B7/28 , B28B7/364 , E02D29/0266 , E02D2250/0007 , E02D2250/0023 , E02D2300/0034 , E04B1/04 , E04B2/54 , E04B2103/02 , E04C1/39
摘要： What is provided is a precast hollow block, a precast wall system incorporating the precast hollow block, and forms for manufacturing the precast hollow block and other components of the precast wall system. Each of the hollow blocks has a hollow interior space in the center that adds mass to the cross-section of the assembled wall when filled with reinforcing steel or concrete. The result is the formation of an effectively water-tight wall with greater structural stability that can follow the grade at the top of the wall. The precast wall system may be used for a variety of applications, including wall coping, flood prevention, and force protection.
摘要翻译：提供了一种预制空心砌块，包含预制空心砌块的预制墙体系统，以及用于制造预制墙体系统的预制空心砌块和其他部件的形式。每个空心砌块在中心处具有中空的内部空间，当填充有钢筋或混凝土时，其在组装墙的横截面上增加质量。结果是形成了具有更高结构稳定性的有效防水墙，其可以遵循墙顶部的等级。预制墙体系统可用于各种应用，包括墙体应对，防洪和强制保护。

5. 发明申请

WO99060219A1 REMOVABLE GROUND ANCHORAGE AND METHOD FOR DISASSEMBLING TENSILE WIRES 审中-公开
标题翻译：可拆卸的地面锚固和拆卸拉线的方法
公开(公告)号：WO99060219A1
公开(公告)日：1999-11-25
申请号：PCT/KR1999/000231
申请日：1999-05-11
IPC分类号： E02D5/80 , E02D5/76
CPC分类号： E02D5/765 , E02D2300/0021 , E02D2300/0034
摘要： A removable ground anchorage and a method for disassembling tensile wires (W) are disclosed. The anchorage includes a cylinder (10) in which a separation engaging wall is formed at its inner upper portion, a center through hole (11) is formed at a lower portion of the upper side separation engaging wall (14) at the center portion of the body, and a plurality of radially formed outer through holes (12) formed around the separation engaging wall (14), a corn compresssing ring (27) inserted into an upper portion of the center through hole (11) of the cylinder (10) and having a tapered insertion portion formed at an inner upper side of the same, an anchor disassembling tensile wire (W) engaging corn (20) inserted into the insertion portion of the corn compressing ring (27), wherein the tensile wire (W) is inserted, a plurality of anchor tensile wire (W) engaging corns (20) inserted into an upper portion of the outer through hole for engaging the tensile wires (W1), a spacer inserted between the anchor disassembling tensile wire engaging corn (20) and the anchor tensile wire engaging corn (20), an upper cover for preventing the anchor disassembling tensile wire engaging corn (20) and the anchor tensile wire engaging corn (20) from being escaped, and a cap for protecting the inner sides of the cylinder (10) and preventing a penetration of the mortar, a lower cover engaged to a lower portion of the cylinder (10).
摘要翻译：公开了一种可拆卸的地面锚固件和一种用于拆卸拉伸丝（W）的方法。该锚固件包括在其内部上部形成有分离接合壁的圆筒（10），在上侧隔离接合壁（14）的下部形成有中心通孔（11）主体和形成在分离接合壁（14）周围的多个径向形成的外部通孔（12），插入到气缸（10）的中心通孔（11）的上部的玉米压缩环），并且具有形成在其内侧上侧的锥形插入部分，插入到玉米压缩环（27）的插入部分中的接合玉米（20）的锚固分解拉伸丝（W），其中拉伸丝插入到插入到外部通孔的上部的玉米（20）的多个锚定拉伸丝（W），用于接合拉伸丝（W1）;插入在锚定分解拉伸丝接合玉米（20））和锚拉伸线（20），用于防止锚固件拆卸拉力线接合玉米（20）和锚固拉力线接合玉米（20）的上盖不会逸出;以及盖，用于保护滚筒（10）的内侧和防止砂浆穿透，下盖与气缸（10）的下部接合。

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