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131. 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

132. 发明专利

JPS5921830A Construction of retaining wall 失效
标题翻译：保持墙建设
公开(公告)号：JPS5921830A
公开(公告)日：1984-02-03
申请号：JP10891983
申请日：1983-06-17
申请人： Takao Izuhara
发明人： IZUHARA TAKAO
IPC分类号： E02D29/02
CPC分类号： E02D29/0275
摘要： PURPOSE:To raise the working efficiency of retaining wall construction by a method in which support frames are set in parallel on the bottom slab of concrete, iron bars are set between the slope and the support frames, and concrete is placed into the space covered with a net laid on the outside of the support frames. CONSTITUTION:A support frame 1 is made up of two pillars 11 with claws 13 and plural supporters 12 in such a way as to form it into a ladder shape. Plural support frames 1 are set on leveling concrete 6, iron bars 2 are set between the slope 5 and the support frames 1, and then concrete 4 is placed to form a bottom slab A. On the hardened bottom slab A, the support frames 1 are set in parallel with a spacing from the slope 5 by turning the claws 13 outwardly, and iron bars 2 and a spacer 8 are set between the support frames 1 and the slope 5 and a net 3 is laid on the claws 13. Concrete 4 is then placed into the space between the net 3 and the slope 5 to form a retaining wall B. Air bubbles and water can escape through the net mesh and good-quality concrete retaining wall can thus be constructed.
摘要翻译：目的：通过在混凝土底板平行设置支撑框架的方法提高挡土墙施工的工作效率，将铁杆设置在斜坡和支撑框架之间，混凝土放置在覆盖的空间内一个网放在支架的外侧。构成：支撑框架1由具有爪13和多个支撑件12的两个支柱11构成，以便将其形成梯形。多个支撑框架1设置在平整混凝土6上，铁杆2设置在斜面5和支撑框架1之间，然后混凝土4被放置成形成底板A.在硬化底板A上，支撑框架1 通过向外转动爪13而与斜坡5的间隔平行设置，并且将铁杆2和间隔件8设置在支撑框架1和斜面5之间，并且将网3放置在爪13上。混凝土4 然后被放置在网3和斜坡5之间的空间中以形成保持壁B.气泡和水可以通过网网逸出，因此可以构建优质的混凝土挡土墙。

133. 发明专利

JPS60212521A Method of building landslide protection wall 失效
标题翻译：建筑物防护墙方法
公开(公告)号：JPS60212521A
公开(公告)日：1985-10-24
申请号：JP6918684
申请日：1984-04-09
申请人： Ohbayashigumi Ltd
发明人： ABE TERUO , YOKOYAMA YOSHIYUKI
IPC分类号： E02D17/04 , E02D29/02
CPC分类号： E02D29/0275
摘要： PURPOSE:To prevent deformation of a landslide protection wall, by a method wherein a steel rod is removably attached to a steel material in a manner to be inclined in the direction of depth and is erected in a ditch hole, and after a stabilizing solution, with which the ditch hole is filled, is cured, the steel rod is removed after it is stretched. CONSTITUTION:After a ditch hole 10 for building a landslide protection wall and a ditch hole 14 for inserting a prestless steel rod thereinto are excavated in succession, the ditch holes 10 and 14 are filled with a self-curing stabilizing solution 15. Thereafter, a prestless steel rod 18, inclined in the direction of depth within the ditch hole 10, is removably attached to a steel material 16 to erect the steeel rod in the ditch hole 10. Thereafter, after the stabilizing solution 15 is cured, the steel rod 18 is stretched with the aid of a jack 22 to introduce the prestless into a landslide protection wall. Further, after the inside of the landslide protection wall is excavated to build an underground structure 28, the steel rod 18 is unscrewed from a stationary member 26 for removal and recovery.
摘要翻译：目的：为了防止滑坡保护墙的变形，通过以下方式，可以将钢杆以可深度方向倾斜并竖立在沟槽中的方式可拆卸地安装在钢材上，并且在稳定溶液之后，沟槽填充的孔被固化，钢棒在拉伸后被去除。构成：在用于构建用于建立滑坡保护壁的沟槽10和用于插入无柱钢杆的沟槽14之后，挖沟，沟槽10和14填充有自固化稳定溶液15.此后，在沟槽孔10内沿着深度方向倾斜的无脊钢杆18可拆卸地安装在钢材16上，以便在沟槽10中竖立钢球棒。此后，稳定液15固化后，钢杆18 借助于千斤顶22来拉伸，将无拱顶引入滑坡防护墙。此外，在挖出了滑坡保护壁的内部以构成地下结构28之后，将钢杆18从用于拆卸和恢复的固定构件26上拧下。

134. 发明专利

JPS59158825A Placement of concrete with surface of stone masonry pattern 失效
标题翻译：混凝土与石材模型表面的配合
公开(公告)号：JPS59158825A
公开(公告)日：1984-09-08
申请号：JP3128783
申请日：1983-02-26
申请人： Esuren Kako Kk , Sekisui Plastics Co Ltd , Touyoko Giken Kk
发明人： SAKAMOTO NOBUYUKI , INOUE MASATO , AZUMA KOUJI
IPC分类号： E02D17/20 , E02D29/02 , E04G9/10
CPC分类号： E02D29/0275
摘要： PURPOSE:To make easier the placement of concrete having a stone masonry pattern in a retaining wall by a method in which a formwork with a stone masonry pattern is temporarily attached to one of panels set at an interval and concrete is placed into the space between the panels. CONSTITUTION:The back of a formwork 1 having a stone masonry pattern is temporarily attached to a panel 7 for the concrete of surfaces side among panels 7 and 7' for concrete, and the plural formworks 1 are connectedly set in the vertical and horizontal directions to the size of a retaining wall. Concrete 9 is placed into the space between the panels 7 and 7' and hardened, and the formwork 1 and the panels 7 and 7' are disassembled.
摘要翻译：目的：为了更容易地将具有石砌体图案的混凝土放置在挡土墙中，方法是将具有石砌体图案的模板临时附接到以间隔设置的板之一和混凝土之间的方式，面板。构成：具有石砌图案的模板1的背面临时附接到用于混凝土的面板7和7'中的表面侧的混凝土面板7，并且多个模板1在垂直和水平方向上连接设置为挡土墙的大小。将混凝土9放置在面板7和7'之间的空间中并硬化，并且将模板1和面板7和7'分解。

135. 发明专利

JPS5921829A Concrete formwork method 失效
标题翻译：混凝土工艺方法
公开(公告)号：JPS5921829A
公开(公告)日：1984-02-03
申请号：JP10891883
申请日：1983-06-17
申请人： Takao Izuhara
发明人： IZUHARA TAKAO
IPC分类号： E04B1/16 , E02D29/02 , E04G9/02 , E04G9/06
CPC分类号： E02D29/0275
摘要： PURPOSE:To simplify the process of concrete formwork method by a method in which a metal net is laid on the inside of an axile assembly made up of plural cross and vertical pieces of a metal form material of a nearly lip-proove form of cross section in order to form a formwork, and concrete is placed between the formwork erected. CONSTITUTION:Frameworks 2 are made up of lower and upper cross pieces 3 and 5 and plural vertical pieces 4, made of a metal form material having a nearly lip-groove form of cross section. They are erected at a given interval on the concrete foundation 1 in mutually facing manner. A metal net 16 of metal laths is laid through a coupler 8 to the inside of the frameworks 2, iron bars 17 are set inside the metal nets 16, and concrete is placed. After a given strength develops in the concrete, the frameworks 2 are removed off. The process of the concrete formwork method can thus be simplified and man-power required can also be saved.
摘要翻译：目的：为了简化混凝土模板方法的过程，其方法是将金属网放置在由多个十字形和垂直的几何形状的横截面形式的金属成形材料构成的公差组件的内部为了形成模板，并且在竖立的模板之间放置混凝土。构成：框架2由上下横截面3和5以及由具有大致唇形横截面的金属成形材料制成的多个垂直件4组成。它们以相互面对的方式在给定的间隔竖立在混凝土基础1上。金属板条的金属网16通过联接器8铺设到框架2的内部，铁杆17设置在金属网16的内部，混凝土被放置。在具体的强度发展之后，框架2被去除。因此，可以简化混凝土模板方法的过程，并且还可以节省人力需求。

136. 发明专利

PE16302014A1 METODO PARA FORMAR UN MURO DE CONTENCION Y MURO DE CONTENCION CORRESPONDIENTE 未知
公开(公告)号：PE16302014A1
公开(公告)日：2014-11-06
申请号：PE0004262014
申请日：2012-09-27
申请人： GARZON LAVIH , GARZON MAURICE
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： SE REFIERE A UN METODO PARA FORMAR UN MURO DE CONTENCION CEMENTICIO, EL CUAL COMPRENDE: A) DEFINIR SOBRE UNA SUPERFICIE DE TIERRA UN TRAZADO DEL MURO A SER FORMADO, EL TRAZADO DELIMITANDO UN AREA DE TIERRA A SER EXCAVADA; B) COMPACTAR EL AREA, DENSIFICANDO LA TIERRA DEBAJO Y ADYACENTE AL AREA; C) EXCAVAR LA TIERRA DESDE EL AREA COMPACTADA EN LA ETAPA (B) HASTA UNA PROFUNDIDAD INICIAL, CREANDO UNA CAVIDAD DE MURO QUE COMPRENDE UNA SUPERFICIE DE FONDO Y SUPERFICIES LATERALES; D) COMPACTAR LA SUPERFICIE DE FONDO DE LA CAVIDAD DE MURO Y POSTERIORMENTE EXCAVAR LA TIERRA DESDE LA SUPERFICIE DE FONDO COMPACTADA; E) REPETIR EL PASO (D) HASTA QUE SE ALCANCE UNA PROFUNDIDAD FINAL DE LA CAVIDAD DE MURO; Y F) LLENAR EN PARTE LA CAVIDAD DE MURO CON UN MATERIAL CEMENTICIO PARA FORMAR EL MURO DE CONTENCION

137. 发明专利

JPS6192222A Retaining wall 失效
标题翻译：挡土墙
公开(公告)号：JPS6192222A
公开(公告)日：1986-05-10
申请号：JP21214384
申请日：1984-10-08
申请人： Daikichi Suematsu
发明人： SUEMATSU DAIKICHI
IPC分类号： E02D29/02
CPC分类号： E02D29/0275
摘要： PURPOSE:To reduce the contaminating range of a retaining wall due to drain water to a low value, by a method wherein a water permeable layer is formed to the lower part of a retaining wall throughout the overall length of the retaining wall. CONSTITUTION:Foundation concrete 4 is placed on cobble-stones 3, and a concrete layer 2 is formed on the foundation concrete 4 by means of normal concrete. A water permeable concrete layer 1 is formed on the concrete layer 2 by means of water permeable concrete prepared by mixing coarse aggregate, cement, resin binder. A concrete layer 2 is then formed on the permeably concrete layer 1 by means of ordinary concrete to build a retaining wall A. This, since the water permeable layer 1 is formed to the lower part of the retaining wall A throughout the overall length of the retaining wall A, enables water to be collected and drained throughout the overall length of the retaining wall A, and permits contamination of the retaining wall A due to drainage to be limited to the lower pat of the retaining wall A.
摘要翻译：目的：为了减少由于排水引起的挡土墙的污染范围到一个较低的值，通过一种方法，其中在挡土墙整个整个长度上形成一个保水墙的下部的方法。构成：将基础混凝土4置于鹅卵石3上，通过普通混凝土在基础混凝土4上形成混凝土层2。通过混合粗骨料，水泥，树脂粘合剂制备的透水混凝土层，在混凝土层2上形成透水混凝土层1。然后通过普通混凝土在可渗透的混凝土层1上形成混凝土层2，以形成挡土墙A.这是因为水渗透层1形成在挡土墙A的整个长度的整个长度上挡土墙A能够在挡土墙A的整个长度上收集和排出水，并且允许由于排水而将挡土墙A污染到挡土墙A的较低的位置。

138. 发明专利

JPS59213820A Placement of concrete having stone masonry-patterned surface 失效
标题翻译：具有石材镶嵌表面的混凝土的放置
公开(公告)号：JPS59213820A
公开(公告)日：1984-12-03
申请号：JP8887283
申请日：1983-05-19
申请人： Esuren Kako Kk , Sekisui Plastics Co Ltd , Touyoko Giken Kk
发明人： SAKAMOTO NOBUYUKI , INOUE MASATO , AZUMA KOUJI
IPC分类号： E02D29/02 , E04G9/10
CPC分类号： E02D29/0275
摘要： PURPOSE:To easily discard only the formwork having a stone masonry pattern from concrete placed by a method in which projections to be temporarily attached to the small holes of concrete panels are provided on the back side of a formwork having a stone masonry pattern which is to be provided to the surface of concrete placed. CONSTITUTION:In a concrete formwork 1 made of an expanded synthetic resin, having recessions 2 and flat joints 3 higher than the recessions 2 for providing a stone masonry pattern for the surface of concrete placed, projections 7 provided to the back side of the formwork 1 are temporarily attached to the small holes 10 of concrete panels 8, and concrete 15 is placed into the aperture between the concrete panels 8' facing each other. After the concrete hardens, the projections 7 are pulled out, the concrete panels 8 and 8' and the formwork 1 are disassembled, and the concrete 15 having a stone masonry-patterned surface is formed.
摘要翻译：目的：为了简单地丢弃具有石灰石模式的模板，通过一种方法将混凝土板临时安装的突起设置在具有石砌图案的模板的背面，提供给混凝土的表面。构成：在具有扩展合成树脂的混凝土模板1中，具有比用于提供用于混凝土表面的石砌体图案的凹部2高的凹部2和平面接头3的平坦接头3，设置在模板1的背面的突起7 临时安装在混凝土板8的小孔10上，混凝土15被放置在彼此面对的混凝土板8'之间的孔中。在混凝土硬化之后，突出部7被拉出，混凝土板8和8'和模板1被拆卸，并且形成具有石砌体图案表面的混凝土15。

139. 发明专利

JPS5921828A Concrete formwark method 失效
标题翻译：混凝土方法
公开(公告)号：JPS5921828A
公开(公告)日：1984-02-03
申请号：JP10891783
申请日：1983-06-17
申请人： Takao Izuhara
发明人： IZUHARA TAKAO
IPC分类号： E04B1/16 , E02D29/02 , E04G9/02
CPC分类号： E02D29/0275
摘要： PURPOSE:To simplify the process of concrete formwark method by a method in which a formwork is fabricated of metal forms consisting of cross and vertical pieces having large numbers of claws on one side and metal nets, and concrete is placed between the formworks erected by turning the claws inwardly in mutually facing manner. CONSTITUTION:An axle assembly 2 is made up of lower cross, vertical, and upper cross pieces 3, 4, and 5 made of a metal form material having a nearly lip-groove form of cross section and cut claws 8 on one side. The axle assemblies 2 are combined by turning the claws 8 inwardly and a metal net 16 consisting of metal laths is hooked to the claws 8 and combined. Iron bars 17 are set inside the metal nets 16 and then concrete is placed. After the concrete comes to have a given strength, the axile assemblies 2 are removed out. The process of the concrete formwork can thus be simplified and power can also be saved.
摘要翻译：目的：通过一种方法简化混凝土浇筑方法的过程，其中模板由金属板制成，金属形式由一侧上具有大量爪的金属板和垂直件组成，金属网由金属网组成，混凝土位于通过车削竖立的模板之间爪以相互面对的方式向内。构成：轴组件2由下方的十字形，垂直和上横截面3,4和5构成，该横向横截面3,4和5由具有大致唇形横截面的金属成形材料和一侧的切割爪8构成。轴组件2通过向内转动爪8而组合，并且由金属板条组成的金属网16钩接到爪8并组合。铁杆17设置在金属网16内，然后放置混凝土。混凝土达到一定的强度后，将其拆除。因此，可以简化混凝土模板的过程，并且还可以节省动力。

140. 发明专利

JPS57119024A Mobile form for construction of retaining wall, etc. 失效
标题翻译：用于建筑保留墙的移动表格等
公开(公告)号：JPS57119024A
公开(公告)日：1982-07-24
申请号：JP380581
申请日：1981-01-16
申请人： Form Service Kk , Okabe Co Ltd
发明人： MATSUGASHITA NOBUYUKI
IPC分类号： E02D29/02 , E04G11/34
CPC分类号： E02D29/0275
摘要： PURPOSE:To enable continuous construction of a concrete structure with high efficiency and less cost by using large-sized forms which are capable of traveling even on a concrete foundation with irregular surfaces. CONSTITUTION:The upper sections of the front and rear ends of forms 1 opposed to each other at a required interval are connected each other by the use of shell members 8a and 8b. The shell member 8b connected to the rear of the said form and the inside of the front of the said form are provided with the traveling foot wheels 15 and 16 equipped with the lifting jacks 17 and 21 respectively. The bottom ends of the front and rear of the said form are provided with the recesses 29 and 30 which have the height and length as desired respectively. The form of the said construction permits continuous operation as desired.
摘要翻译：目的：通过使用即使在具有不规则表面的混凝土基础上行驶的大型形式，可以实现高效率，低成本地连续施工混凝土结构。构成：以所需间隔彼此相对的形式1的前端和后端的上部通过使用壳构件8a和8b彼此连接。连接到所述形式的后部的壳体构件8b和所述形式的前部的内侧分别设置有配备有提升千斤顶17和21的行进脚轮15和16。所述形式的前后的底端设置有分别具有所需要的高度和长度的凹槽29和30。所述结构的形式允许根据需要连续操作。

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