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公开(公告)号：WO1993009299A1
公开(公告)日：1993-05-13
申请号：PCT/US1992009264
申请日：1992-10-29
Applicant: STEWART, Rodney, B. , COLLINS, James, S.
Inventor： STEWART, Rodney, B.
IPC: E02D07/00
Abstract: A bearing pier foundation (8) for compacting soil, that includes a plug (10) extending along the longitudinal axis (11) having a first section (12) and a second section (14). The first section (12) is adapted to receive a pushing force for pushing the plug (10) into the soil and the second section (14) is adapted to rest on the soil to be compacted. A plane (40), which is perpendicular to the longitudinal axis (11), passes through the second section (14). The second section (14) includes a first part (100) and a second part (102). The first part (100) has an inner edge (108) and an outer edge (106) intersecting the plane (40). The second part (102) has an outer edge (114) attached to the first part inner edge (108). The second part (102) extends downwardly from the plane (40) and has a tapering segment (112) extending along the longitudinal axis (11). The bearing pier foundation can be used in combination with a hydraulic setting tool (210). Also disclosed is a method for installing the plug (10) and a sheath (300) into the soil.
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公开(公告)号：WO2019040464A1
公开(公告)日：2019-02-28
申请号：PCT/US2018/047275
申请日：2018-08-21
Applicant: GENDEL, Morgan
Inventor： GENDEL, Morgan
CPC classification number: E02D5/44 , E02D3/00 , E02D3/02 , E02D3/046 , E02D3/08 , E02D27/26 , E02D27/28
Abstract: One aspect of the invention provides a structure including one or more strut tubes adapted and configured to receive and hold a granular material. The one or more strut tubes further include compression means for applying at least compression to the granular material after loading. Another aspect of the invention provides a method of erecting a structure. The method includes: inflating one or more strut tubes with a fluid; displacing the fluid with granular material; and compressing the granular material.
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公开(公告)号：WO2009134301A3
公开(公告)日：2010-01-14
申请号：PCT/US2009001663
申请日：2009-03-17
Applicant: PAUL DAVID C , WEINER ALAN D
Inventor： PAUL DAVID C , WEINER ALAN D
Abstract: The form for a concrete footing (10) is a mold for receiving concrete for footings on construction projects. The form has a housing (12), and a plurality of horizontal support members (16) that extend across the hollow interior of the housing. The form may be manufactured from plastic, cardboard, concrete or other materials. Vertical tubes (14) extend from the top and bottom and are hollow to allow for in situ soil sampling after the footing has been set in the excavation.
Abstract translation: 混凝土基础（10）的形式是用于接收施工项目的基础的混凝土的模具。 该形式具有壳体（12）和跨过壳体的中空内部延伸的多个水平支撑构件（16）。 该形式可以由塑料，纸板，混凝土或其它材料制成。 垂直管（14）从顶部和底部延伸并且是中空的，以允许在挖掘中设置基础之后的现场土壤取样。
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公开(公告)号：WO01053611A1
公开(公告)日：2001-07-26
申请号：PCT/US2001/001977
申请日：2001-01-22
Abstract: A method and apparatus for improving the stiffness of soil (10) by forming an opening (12) in the ground, inserting an expandable member (14, 60-66), and distending the expandable member (14, 60-66).
Abstract translation: 本发明涉及一种用于增强土壤（10）刚度的方法和相应装置，该方法包括在地下提供开口（12），用于引入能够膨胀的元件（14）。 ，60-66）并扩大这个元素（14,60-66）。
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5.发明申请
公开(公告)号：WO2014038875A1
公开(公告)日：2014-03-13
申请号：PCT/KR2013/008038
申请日：2013-09-05
Applicant: 한국건설기술연구원
CPC classification number: E04C5/0645 , E02D27/28
Abstract: 본 발명은 단면의 크기가 하부로 점증적으로 증가되는 원추형 또는 반구형의 보강재를 구성하여 전단력에 저항하는 범위가 넓게 확장되도록 함으로써 펀칭 전단이 방지되는 펀칭 전단방지용 보강재 및 이를 이용한 슬래브와 기둥 그리고 기둥과 확대 기초의 접합부 시공 방법을 제공한다. 본 발명의 펀칭 전단방지용 보강재에 따르면, 소정의 두께를 갖는 원형의 상부 원판과; 상부 원판의 둘레로부터 연장되어 상부에서 하부로 일정 높이의 구간에 단면적을 점차 확대시키면서 벌어져 있는 스커트부와; 상기 스커트부의 내부에 콘크리트가 채워질 수 있도록 하부로 개방된 콘크리트 충전실이 포함되어 있는 것을 특징으로 한다.
Abstract translation: 本发明提供一种用于防止冲切剪切的增强材料，通过构成横截面尺寸向下逐渐增大的锥形或半球状增强材料来防止冲压剪切，使得抗剪切力的范围为 广泛传播; 以及一种建筑方法，用于与钢筋连接在一起的区域，以及支柱与铺开的地基相连接的区域。 本发明的防冲剪用增强材料包括：具有预定厚度的上盘; 裙部从上盘的圆周延伸，并且由于横截面积在固定高度的区域中逐渐扩大，从顶部向底部变宽; 以及朝向底部开口的混凝土充气室，使得裙部的内部可以填充混凝土。
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Patent Agency Ranking
公开(公告)号：WO2012095785A1
公开(公告)日：2012-07-19
申请号：PCT/IB2012/050113
申请日：2012-01-10
Applicant: BRIGHTSOURCE INDUSTRIES (ISRAEL) LTD. , HUSS, Shmuel
Inventor： HUSS, Shmuel
IPC: E02D5/80
CPC classification number: F24S25/617 , E02D27/14 , E02D27/26 , E02D27/28
Abstract: Support members for heliostats (or other components installed in a field) can be hollow and thin- walled, for example, to reduce construction and/or material costs. However, such support members may be relatively fragile and susceptible to buckling or other damage when driven into relatively rocky and/or hard-packed soil using pile-driving. To avoid damaging the support members, the soil may be pre-conditioned to loosen the soil prior to insertion of the support member therein. An auger can drill a hole in the soil and then be reversed such that soil remains in and/or is subsequently re-introduced into the hole after removal of the auger, thereby leaving a substantially loosened column of soil in the hole. Vibration hammering can cause temporary liquefaction of the soil around the support member to insert the support member into the column of soil while reducing the potential for damage to the support member.
Abstract translation: 定日镜（或现场安装的其他部件）的支撑构件可以是中空和薄壁的，例如，以减少建筑和/或材料成本。 然而，这种支撑构件可能相对脆弱并且当使用打桩驱动进入相对岩石和/或硬填充土壤时易于屈曲或其它损坏。 为了避免损坏支撑构件，可以在将支撑构件插入其中之前对土壤进行预调节以松开土壤。 螺旋钻可以在土壤中钻一个孔，然后被倒转，使得土壤保留在和/或随后在除去螺旋钻之后重新引入孔中，从而在孔中留下基本松动的土壤柱。 震动锤击可导致支撑构件周围的土壤暂时液化，以将支撑构件插入土壤柱，同时减少对支撑构件的损坏的可能性。
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公开(公告)号：WO2009063513A1
公开(公告)日：2009-05-22
申请号：PCT/IT2007/000808
申请日：2007-11-16
Applicant: CANTERI, Renato , MELOTTI, Claudio
Inventor： CANTERI, Renato , MELOTTI, Claudio
Abstract: Method for the creation of a foundation pile (1), including the operational stages of making a hole (4) in the soil (3) with a development axis and its own cross section, compacting the ground (3) around the hole (4) by enlarging the cross section of the hole (4) itself, and pouring at least one solidifiable filler into the hole (4) and leaving the filler to cure to obtain a column structure defining the foundation pile (1). hi particular, the compacting stage occurs without the removal of material and includes the compression of the ground (3) in outgoing radial directions compared to the development axis of the hole (4).
Abstract translation: 创建地基桩（1）的方法，包括在土壤（3）中形成孔（4）的操作阶段，具有显影轴和自身的横截面，压实孔（4）周围的地面（3） ），通过扩大孔（4）本身的横截面，并将至少一种可固化填料倒入孔（4）中并使填料固化，得到限定基础桩（1）的柱结构。 特别地，压实阶段在没有去除材料的情况下发生，并且包括与孔（4）的显影轴线相比在出射径向方向上压缩地面（3）。
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公开(公告)号：WO1992016695A1
公开(公告)日：1992-10-01
申请号：PCT/US1992002301
申请日：1992-03-20
Applicant: FOX, Nathaniel, Sill , LAWTON, Evert, C.
IPC: E02D05/30
Abstract: A method and apparatus for producing short aggregate piers in situ in the ground including the steps of forming a cavity in the ground, compacting the soil in the vicinity of a bottom portion of the cavity to prestress and densify the soil beneath the cavity, adding a layer of loose aggregate to partially fill the cavity, compacting the layer of loose aggregate (37) with an implement (10) adapted to reduce the height of the layer and adapted to prestress and densify the soil laterally by forcing some of the aggregate laterally into the sides of the cavity and thereby also enlarging the cavity in the vicinity of the layer, and repeating the steps of adding aggregate and compacting aggregate until the cavity is filled substantially completely with compacted aggregate or is filled to the desired elevation. The resulting pier has a bulging, undulating outer surface which the surrounding prestressed soil is better able to support.
Abstract translation: 一种用于在地面上原位生产短骨料墩的方法和装置，包括在地面上形成空腔的步骤，压实空腔底部附近的土壤以对空腔下方的土壤进行预应力和致密化， 松散的骨料部分地填充空腔，用工具10压实松散骨料层，该工具适于减小层的高度并且适于通过将一些骨料侧向推入空腔的侧面而侧向地预压和致密土壤， 从而也增加了层附近的空腔，并且重复添加骨料和压实骨料的步骤，直到空腔被基本上完全用压实骨料填充或填充到所需高度。 所产生的码头具有凸起的起伏的外表面，周围的预应力土被更好地支撑。
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公开(公告)号：WO2013073781A1
公开(公告)日：2013-05-23
申请号：PCT/KR2012/008765
申请日：2012-10-24
Applicant: 주식회사 에이스올
Abstract: 중공블록을 이용한 그물망 기초공법이 개시된다. 보강하고자 하는 지반 상부를 정지하는 단계; 폐합된 측벽이 일면에서 타면으로 관통하는 중공부를 구획하는 중공블록의 상기 일면이 정지된 상기 지반 상부에 접하도록 복수의 상기 중공블록을 서로 인접하여 배치하는 단계; 상기 중공부에 쇄석 및 사질토 중 하나 이상을 포함하는 충전재로 충전하는 단계를 포함하는 중공블록을 이용한 그물망 기초공법은, 상부구조물을 지탱하기에 지지력이 충분하지 않은 지반에 말뚝 등의 깊은 기초를 형성하지 않고 지반을 보강하여 상부구조물을 지지하도록 할 수 있다.
Abstract translation: 提供一种使用中空块构造矩阵基础的方法，包括以下步骤：平整待加固的地面; 将多个中空块彼此相邻地布置，使得空心块的一侧与平整的地面接触，中空块具有封闭的侧壁，分隔从一侧渗透到另一侧的中心空间; 并用包括碎石和/或砂土的填充材料填充中心空间。 本发明允许承载能力不足的地面通过加强地面而不需要构造诸如桩的深基础来支撑地面结构来支撑地面结构。
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公开(公告)号：WO2009134301A2
公开(公告)日：2009-11-05
申请号：PCT/US2009/001663
申请日：2009-03-17
Applicant: PAUL, David C. , WEINER, Alan, D.
Inventor： PAUL, David C. , WEINER, Alan, D.
Abstract: The form for a concrete footing (10) is a mold for receiving concrete for footings on construction projects. The form has a housing (12), and a plurality of horizontal support members (16) that extend across the hollow interior of the housing. The form may be manufactured from plastic, cardboard, concrete or other materials. Vertical tubes (14) extend from the top and bottom and are hollow to allow for in situ soil sampling after the footing has been set in the excavation.
Abstract translation: 混凝土基础（10）的形式是用于接收施工项目的基础的混凝土的模具。 该形式具有壳体（12）和跨过壳体的中空内部延伸的多个水平支撑构件（16）。 该形式可以由塑料，纸板，混凝土或其它材料制成。 垂直管（14）从顶部和底部延伸并且是中空的，以允许在挖掘中设置基础之后的现场土壤取样。
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