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1. 发明专利

JP2014531539A 擁壁を構築するための方法及び擁壁有权
标题翻译：方法和挡墙建造挡土墙
公开(公告)号：JP2014531539A
公开(公告)日：2014-11-27
申请号：JP2014532197
申请日：2012-09-27
申请人：ガルツォン, モーリスGarzon, Maurice , ガルツォン, モーリスGarzon, Maurice , ガルツォン, ラビGarzon, Lavih , ガルツォン, ラビGarzon, Lavih
发明人：モーリスガルツォン， , モーリスガルツォン， , ラビガルツォン， , ラビガルツォン，
IPC分类号： E02D29/02 , E02D3/02 , E02D17/04
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02
摘要：セメント状の材料からなる擁壁の構築方法であって、当該方法は、構築しようとする擁壁の外形を地盤の表面に画定する工程を備える。この外形により、掘削される地盤の区域が定まる。構築方法は、上記区域を締め固める工程も備える。締め固めにより、上記区域の下方及びその周辺の地盤の密度が高まり、掘削の際及び擁壁が形成された後の地盤の安定性が得られる。構築方法は、締め固めた区域において初期深度まで地盤を掘削することにより、壁付き凹所を形成する工程も備える。構築方法は、壁付き凹所の底面を締め固めた後、締め固めた底面の地盤を掘削する工程も備える。この工程は、壁付き凹所の深度が最終深度に達するまで、必要に応じて繰り返すことが可能である。最終深度に達すると、壁付き凹所の少なくとも一部にセメント状の材料を充填することにより、擁壁を形成することができる。【選択図】図2
摘要翻译：一种用于构造由胶结材料制成的挡土墙的方法，该方法包括向被接地的表面上构成限定挡土墙的外形的步骤。地面此配置文件，确定区域被挖掘。施工方法还包括密实的区域的步骤。下方和周围的所述区域地面的压实密度增加时，地面的稳定性开挖的时间后，得到形成挡土墙。结构的方法，通过钻出一接地到在压实的区域中的初始深度，还包括形成壁凹部的步骤。结构的方法，压实后与凹部的底壁还包括钻出的压实的底表面的接地的步骤。此过程中，至壁凹部的深度达到最终深度，所以能够根据需要重复。当到达最终深度，由水泥材料填充到与凹部的壁的至少一部分，能够以形成挡土墙。 .The

2. 发明专利

JP6166264B2 擁壁を構築するための方法有权
公开(公告)号：JP6166264B2
公开(公告)日：2017-07-19
申请号：JP2014532197
申请日：2012-09-27
申请人：ガルツォン, モーリス , GARZON, MAURICE , ガルツォン, ラビ , GARZON, LAVIH
发明人：ガルツォン, モーリス , ガルツォン, ラビ
IPC分类号： E02D17/04 , E02D3/02 , E02D29/02
CPC分类号： E02D29/0275 , E02D27/26 , E02D29/02 , E02D3/046

3. 发明授权

EP2761098B1 RETAINING WALL CONSTRUCTION USING SITE COMPACTION AND EXCAVATION 有权
标题翻译：挡土墙建造与当地和压实-AUSGRABUNG
公开(公告)号：EP2761098B1
公开(公告)日：2016-06-01
申请号：EP12836141.7
申请日：2012-09-27
申请人： Garzon, Maurice , Garzon, Lavih
发明人： Garzon, Maurice , Garzon, Lavih
IPC分类号： E02D29/02 , E02D3/046
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02

4. 发明申请

WO2013044386A1 RETAINING WALL CONSTRUCTION USING SITE COMPACTION AND EXCAVATION 审中-公开
标题翻译：使用场地压实和挖掘保留墙体施工
公开(公告)号：WO2013044386A1
公开(公告)日：2013-04-04
申请号：PCT/CA2012/050676
申请日：2012-09-27
申请人： GARZON, Maurice , GARZON, Lavih
发明人： GARZON, Maurice , GARZON, Lavih
IPC分类号： E02D29/02 , E04B2/84
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02
摘要： A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.
摘要翻译：描述了一种用于形成水泥质挡土墙的方法。该方法包括在地球表面上限定要形成的壁的轮廓的步骤。大纲划定了要挖掘的地球区域。该方法还包括压实该区域的步骤。压实后，该区域下方和附近的地球致密化，这在开挖期间和墙体形成后为地球提供了稳定性。该方法还包括从压实到初始深度的区域挖掘地球的步骤，从而形成壁腔。该方法还包括压实壁腔的底面并随后从压实的底面挖掘土的步骤。该步骤可以根据需要重复，在达到最终深度的壁腔。一旦达到最终深度，壁腔可以至少部分地填充水泥质材料，以便形成挡土墙。

5. 发明申请

WO2017083969A1 METHOD FOR FORMING A STABLE FOUNDATION GROUND 审中-公开
标题翻译：形成稳定基础地面的方法
公开(公告)号：WO2017083969A1
公开(公告)日：2017-05-26
申请号：PCT/CA2016/051337
申请日：2016-11-16
申请人： GARZON, Maurice , GARZON, Lavih
发明人： GARZON, Maurice , GARZON, Lavih
IPC分类号： E02D3/02 , E02D3/12
CPC分类号： E02D3/02
摘要： A method for transforming existing ground of a given site into a more stable foundation ground is provided. The method includes the steps of defining an outlined area about a surface of the existing ground, excavating soil throughout the outlined area to a depth extending through layers of different soil types; conditioning the excavated soil by mixing together layers of different soil types homogeneously, including in some cases soil imported from an external source; returning the conditioned soil to the outlined area to fill the excavated depth, and compacting the conditioned soil returned to the outlined area, thereby forming the stable foundation ground of high structural capacity and low compressibility.
摘要翻译：
提供了一种将给定地点的现有地面转变为更稳定的地基的方法。该方法包括以下步骤：定义围绕现有地面的表面的轮廓区域，在整个轮廓区域挖掘土壤至延伸穿过不同土壤类型层的深度; 通过将不同类型的土壤层均匀混合在一起来调节挖出的土壤，包括在某些情况下从外部来源的土壤; 将经调节的土壤返回到轮廓区域以填充挖掘深度，并且将经调节的土壤压实返回到轮廓区域，由此形成具有高结构容量和低可压缩性的稳定基础地面。

6. 发明公开

EP3377704A1 METHOD FOR FORMING A STABLE FOUNDATION GROUND 审中-公开
公开(公告)号：EP3377704A1
公开(公告)日：2018-09-26
申请号：EP16865348.3
申请日：2016-11-16
申请人： Garzon, Maurice , Garzon, Lavih
发明人： Garzon, Maurice , Garzon, Lavih
IPC分类号： E02D3/02 , E02D3/12
CPC分类号： E02D3/123 , E02D3/02 , E02D3/046 , E02D2300/0018 , E02D2300/0079
摘要： A method for transforming existing ground of a given site into a more stable foundation ground is provided. The method includes the steps of defining an outlined area about a surface of the existing ground, excavating soil throughout the outlined area to a depth extending through layers of different soil types; conditioning the excavated soil by mixing together layers of different soil types homogeneously, including in some cases soil imported from an external source; returning the conditioned soil to the outlined area to fill the excavated depth, and compacting the conditioned soil returned to the outlined area, thereby forming the stable foundation ground of high structural capacity and low compressibility.

7. 发明公开

EP2761098A4 RETAINING WALL CONSTRUCTION USING SITE COMPACTION AND EXCAVATION 有权
标题翻译：挡土墙建造与当地和压实-AUSGRABUNG
公开(公告)号：EP2761098A4
公开(公告)日：2015-05-27
申请号：EP12836141
申请日：2012-09-27
申请人： GARZON MAURICE , GARZON LAVIH
发明人： GARZON MAURICE , GARZON LAVIH
IPC分类号： E02D29/02 , E02D3/046
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02

8. 发明公开

EP2761098A1 RETAINING WALL CONSTRUCTION USING SITE COMPACTION AND EXCAVATION 有权
标题翻译：挡土墙建造与当地和压实-AUSGRABUNG
公开(公告)号：EP2761098A1
公开(公告)日：2014-08-06
申请号：EP12836141.7
申请日：2012-09-27
申请人： Garzon, Maurice , Garzon, Lavih
发明人： Garzon, Maurice , Garzon, Lavih
IPC分类号： E02D29/02 , E04B2/84
CPC分类号： E02D29/0275 , E02D3/046 , E02D27/26 , E02D29/02
摘要： A method for forming a cementitious retaining wall is described. The method includes the step of defining on an earth surface an outline of the wall to be formed. The outline delimits an area of earth to be excavated. The method also includes the step of compacting the area. After compaction, the earth underneath and adjacent to the area is densified, which provides stability to the earth during excavation and after the wall is formed. The method also includes the step of excavating the earth from the area compacted to an initial depth, thereby creating a wall cavity. The method further includes the step of compacting the bottom surface of the wall cavity and subsequently excavating the earth from the compacted bottom surface. This step can be repeated as much as required, under a final depth of the wall cavity is reached. Once the final depth is reached, the wall cavity can be filled at least partially a cementitious material so as to form the retaining wall.

9. 发明专利

PE20181213A1 METODO PARA FORMAR UN TERRENO DE CIMENTACION ESTABLE 未知
公开(公告)号：PE20181213A1
公开(公告)日：2018-07-24
申请号：PE2018000971
申请日：2016-11-16
申请人： GARZON MAURICE , GARZON LAVIH
发明人： GARZON MAURICE , GARZON LAVIH
IPC分类号： E02D3/02 , E02D3/12
摘要： Se refiere a un metodo para transformar el terreno existente de un sitio determinado en un terreno de cimentacion mas estable. El metodo incluye las etapas de definir un area delineada sobre una superficie del terreno existente, excavar el suelo a lo largo del area delineada hasta una profundidad que se extiende a traves de capas de diferentes tipos de suelo; acondicionar el suelo excavado mezclando capas de diferentes tipos de suelo homogeneamente, que incluye en algunos casos suelo importado de una fuente externa; regresar el suelo acondicionado al area delineada para llenar la profundidad excavada, y compactar el suelo acondicionado retornado al area delineada, formando asi el terreno de cimentacion estable de alta capacidad estructural y baja compresibilidad

10. 发明专利

CA2965132A1 METHOD FOR FORMING A STABLE FOUNDATION GROUND 未知
公开(公告)号：CA2965132A1
公开(公告)日：2017-05-16
申请号：CA2965132
申请日：2016-11-16
申请人： GARZON MAURICE , GARZON LAVIH
发明人： GARZON MAURICE , GARZON LAVIH
IPC分类号： E02D3/02 , E02D1/02 , E02D3/12
摘要： A method for transforming existing ground of a given site into a more stable foundation ground is provided. The method includes the steps of defining an outlined area about a surface of the existing ground, excavating soil throughout the outlined area to a depth extending through layers of different soil types; conditioning the excavated soil by mixing together layers of different soil types homogeneously, including in some cases soil imported from an external source; returning the conditioned soil to the outlined area to fill the excavated depth, and compacting the conditioned soil returned to the outlined area, thereby forming the stable foundation ground of high structural capacity and low compressibility.

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