专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

101. 发明授权

US2941371A Bulkhead and method of forming 失效
标题翻译：隔板和成型方法
公开(公告)号：US2941371A
公开(公告)日：1960-06-21
申请号：US71453058
申请日：1958-02-11
申请人： LOUIS NEAL BENEDICT
发明人： BENEDICT LOUIS K , NEAL BENEDICT LOUIS
IPC分类号： E02D29/02
CPC分类号： E02D29/0283 , E02D29/02 , E02D29/0233

102. 发明授权

US2000492A Retaining wall and method of constructing it 失效
标题翻译：挡土墙及其构造方法
公开(公告)号：US2000492A
公开(公告)日：1935-05-07
申请号：US66114633
申请日：1933-03-16
申请人： EUGENE MCKEEN HENRY
发明人： EUGENE MCKEEN HENRY
IPC分类号： E02D29/02
CPC分类号： E02D29/0233 , E02D29/02 , E02D29/0216 , E02D29/0283

103. 发明专利

JP2005120633A Block and block connection device 有权
标题翻译：块和块连接装置
公开(公告)号：JP2005120633A
公开(公告)日：2005-05-12
申请号：JP2003355122
申请日：2003-10-15
申请人： Morihito Utsunomiya , 守人宇都宮
发明人： UTSUNOMIYA MORIHITO
IPC分类号： E02D29/02 , E04B2/02
CPC分类号： E02D29/0283
摘要： PROBLEM TO BE SOLVED: To provide a block and a block connection device capable of constructing a concrete retaining wall easily within a comparatively short period of time.
SOLUTION: This block 10 is provided with a plane-like front part 18 and a plurality of protruding connection device locking parts 12 formed on its rear surface side. The block 20 is provided with a tabular front part 28 inclined onto the rear surface side and a plurality of protruding connection device locking parts 22 formed on the rear surface side of the front part 28. The block connection device 50 is composed of a connection member 51 having fixed length and a grip member 52 joined detachably with join parts 51a at both ends of the connection member 51. The blocks 10, 20 can be connected with fixed interval by gripping the connection device locking parts 12, 22 of the blocks 10, 20 arranged by opposing rear surface parts by a grip part 52d of the block connection device 50.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在较短时间内容易地构造混凝土挡土墙的块和块连接装置。解决方案：该块10设置有平面状的前部18和形成在其后表面侧上的多个突出的连接装置锁定部12。块体20具有向后表面侧倾斜的平板状的前部28和形成在前部28的背面侧的多个突出的连接装置的锁定部22.块连接装置50由连接部件 51具有固定长度，并且夹持构件52与连接构件51的两端处的接合部51a可拆卸地接合。块10,20可以通过夹持块10,10的连接装置锁定部12,22而以固定的间隔连接。 20由块连接装置50的把手部52d通过相对的后表面部分布置。版权所有（C）2005，JPO＆NCIPI

104. 发明专利

JPS6192217A Method of building retaining wall 失效
标题翻译：建筑保持墙方法
公开(公告)号：JPS6192217A
公开(公告)日：1986-05-10
申请号：JP21238584
申请日：1984-10-09
申请人： Shimizu Constr Co Ltd
发明人： WAKITA EIJI
IPC分类号： E02D5/18 , E02D17/04 , E02D29/02
CPC分类号： E02D29/0283
摘要： PURPOSE:To strengthen the slope gradient of an earth wall, by a method wherein a strut is buried in a ground before excavation, a ground is excavated by a size equal to a unit depth to expose a part of a strut, and by the use of the exposed strut serving as a core, a concrete body, with which an earth wall is covered, is placed. CONSTITUTION:A boring hole is bored in a ground 1, a strut 5 is erected, the hole is filled with mortar 6, and plural struts 5 are buried in a horizontal direction. The ground 1 is excavated by a size equal to a unit depth l which is shorter than that of the strut, an earth wall 7 having a vertical wall surface is built, and a pat of the strut 5 is exposed. A concrete body 8, forming a pat of a retaining wall, is placed by the use of the exposed strut 5 serving as a core, the wall surface of the earth wall 7 is covered with the concrete body 8, and the above processes are repeated. This enables the earth wall surface to be formed vertically, reduces a space required for construction of a retaining wall, and permits a structure to be built on a rocky ground.
摘要翻译：目的：为了加强土墙坡度，采用一种方法，将支柱埋在开挖前的地面上，挖出一个等于单位深度的地面，露出一部分支柱，并通过使用作为核心的暴露的支柱，放置有被覆盖的地球墙的混凝土体。构成：一个钻孔在地面1上钻孔，竖立支柱5，孔中填满了灰浆6，多个支柱5沿水平方向埋设。地面1以等于支柱的单位深度l的尺寸挖掘，建立具有垂直壁面的土墙7，暴露支柱5的轻拍。通过使用作为核心的暴露的支柱5放置形成挡土墙的混凝土体8，土体壁7的壁面被混凝土体8覆盖，并且重复上述过程。这使得地面壁垂直地形成，减少了构造挡土墙所需的空间，并且允许将结构建造在岩石地面上。

105. 发明专利

JPS6160929A Method of constructing retaining wall 失效
标题翻译：构造保持墙的方法
公开(公告)号：JPS6160929A
公开(公告)日：1986-03-28
申请号：JP18217284
申请日：1984-08-30
申请人： Minaminihon Koatsu Concrete Kk
发明人： SHIMOYAJIRI TETSUTOSHI
IPC分类号： E02D29/02
CPC分类号： E02D29/0283
摘要： PURPOSE:To improve strength of a vertical wall formed with concrete blocks, by a method wherein concrete blocks are piled up as a PC steel wire is inserted into the hole in the concrete block, and prestress is introduced through the tensioning of the PC steel rod. CONSTITUTION:A PC sheet 6 is laid, PC steel rods 7a and 7b are emerged upward from the PC sheet 6, and concrete blocks 5 are piled up in order. In which case, the PC steel rods 7a and 7b, inserted in holes 3a and 3b in the concrete blocks 5, is inserted into a sheath cylinder 8, and the external part of the sheath cylinder 8 is filled with concrete 9, and after the concrete 9 is cured, the PC steel rods 7a and 7b are locked to bearing plates 11 and nuts 12 to introduce prestress. This, since prestress to the PC steel rods 7a and 7b is introduced, it causes the vertical wall formed with the concrete block 5 to be increased in a resistance force against an external force and enables improvement of strength.
摘要翻译：目的：为了提高用混凝土块形成的垂直墙的强度，通过将混凝土块堆积成PC钢丝的方法插入混凝土块的孔中，通过PC钢杆的张紧引入预应力。构成：放置PC片6，PC钢棒7a，7b从PC片6向上方突出，并且混凝土块5依次堆积。在这种情况下，插入到混凝土块5中的孔3a和3b中的PC钢棒7a和7b插入到护套筒8中，并且护套筒8的外部填充有混凝土9，之后混凝土9固化，PC钢棒7a和7b被锁定到支承板11和螺母12以引入预应力。这样，由于引入PC钢棒7a，7b的预应力，所以与混凝土块5形成的垂直壁的抵抗外力的阻力增加，能够提高强度。

106. 发明专利

JPS59187923A Construction of retaining wall 失效
标题翻译：保持墙建设
公开(公告)号：JPS59187923A
公开(公告)日：1984-10-25
申请号：JP6350083
申请日：1983-04-11
申请人： Furii Kogyo Kk
发明人： NAGAOKA SHINGEN
IPC分类号： E02D29/02
CPC分类号： E02D29/0283
摘要： PURPOSE:To cut down the construction cost of retaining wall by a method in which concrete panels are erected at given intervals on the ground by supporters having vertical decompressive plates in the longitudinal direction, cement mortar, etc., is placed between the panels and hardened, and the same operations are repeatedly applied to the upside of the panels. CONSTITUTION:Concrete panels 1 are erected with a fixed spacing from the ground A and supported by several supporters 2 attached with almost vertical decompressive plates 3 at an adequate interval in the longitudinal direction, and cement mortar 5, etc., is placed between the ground A and the panels 1. After the cement mortar 5, etc., hardens, other concrete panels 1 are stacked up on the existing panels 1 and supported by the supporters 2. The same operations are repeated to construct a rataining wall. Power required for the assembling and removing of formworks can be saved, and the needs for skilled workers can thus be eliminated.
摘要翻译：目的：通过在纵向上具有垂直减压板的支撑者在地面上以特定间隔竖立混凝土板的方法来减少挡土墙的施工成本，将水泥砂浆等置于板之间并硬化并且相同的操作重复地应用于面板的上侧。构成：混凝土面板1以与地面A固定的间隔竖立，并由几个支撑物2支撑，几个支撑物2以几乎垂直的减压板3在纵向上以足够的间隔附接，并且水泥砂浆5等置于地面 A和面板1.在水泥砂浆5等硬化之后，其他混凝土面板1堆叠在现有的面板1上并由支撑者2支撑。重复相同的操作以构造分隔壁。可以节省组装和拆卸模具所需的电力，从而可以消除熟练工人的需求。

108. 发明专利

JP3939283B2 Block and block coupling 有权
公开(公告)号：JP3939283B2
公开(公告)日：2007-07-04
申请号：JP2003355122
申请日：2003-10-15
申请人：守人宇都宮
发明人：守人宇都宮
IPC分类号： E02D29/02 , E04B2/02
CPC分类号： E02D29/0283

109. 发明专利

JPS61134432A Building method for landslide protection wall 失效
标题翻译：防护墙建筑方法
公开(公告)号：JPS61134432A
公开(公告)日：1986-06-21
申请号：JP25398084
申请日：1984-12-03
申请人： Mitsui Petrochem Ind Ltd , Tokyu Constr Co Ltd
发明人： NAKAMURA KAZUYUKI , IWASAKI TAKAAKI
IPC分类号： E02D17/18 , E02D29/02
CPC分类号： E02D29/0283
摘要： PURPOSE:To efficiently drain water in a banking layer, by a method wherein a watert permeably sheet is laid to the back of a block and plural water permeable sheets are horizontally laid in a banking layer to guide gap water in the banking layer to the surfaces of retaining wall blocks. CONSTITUTION:A water permeable sheet 1 is laid on a foundation surface G to the back of a bse concrete 10, and base concrete blocks 2 are laid in one row on the base concrete 10. Water permeable form panels 3 are framed upright to the back of the blocks 2, and concrete D is placed to form the blocks 2 into an integral structure. A banking layer G1 is formed on the water permeable sheet 1, which is laid on the banking layer G1 and in concrete for blocks 2. The blocks 2 re built by following the same procedures to form a banking layer at the backs of the blocks. This process enables promotion of darainage of the banking laeyr and reduction of the earth pressure of the banking layer.
摘要翻译：目的：为了有效地排出银行层中的水，通过将水渗透性片材铺设在块体背面的方法，并且多个透水片材水平地铺设在银行层中以将银行层中的间隙水引导到表面的挡土墙。构成：在基础表面G上铺设水渗透性片材1到基础混凝土10的背面，基础混凝土块体2一排地铺设在基础混凝土10上。透水性板材3被竖立成直立到背面并且混凝土D被放置成将块2形成为一体结构。在可渗透片材1上形成银行层G1，该纸可以放置在银行层G1上，块体2的混凝土中。块2按照相同的程序进行构建，以便在块的背面形成银行层。这一过程可以促进银行业务的脱颖而出，降低银行层的地球压力。

110. 发明专利

JPS59109622A Concrete block for cross beam 失效
标题翻译：交叉梁混凝土块
公开(公告)号：JPS59109622A
公开(公告)日：1984-06-25
申请号：JP21845782
申请日：1982-12-15
申请人： Takeshige Shimonohara
发明人： SHIMONOHARA TAKESHIGE
IPC分类号： E02D29/02
CPC分类号： E02D29/0283
摘要： PURPOSE:To obtain concrete blocks for cross beams enabling iron bars to be set simply by a method in which paired vertical walls facing each other are combined with a bottom plate, and openings are provided in both ends of the bottom plate. CONSTITUTION:Hollow concrete blocks A'1, A'2,... are laterally connected to the upside of a foundation concrete 17' placed on base cobble stones 16', and then the concrete blocks A' orderly stacked up on these blocks in a connected manner. Concrete blocks B' for cross beams are jointedly provided on the blocks A' at the middle point of the connected blocks, iron bars 6' are thrust sidewards through the hollows 13', and concrete is poured into the hollows 13'. Whereupon, the concrete flows down from the openings 14' to indents 19' and hardens to combine the iron bars 6' with the blocks A' on the lower stage and also to combine the blocks B' with the blocks A' on the lower stage. Filling soil is then packed from the front of the blocks A' onto the blocks B' and compacted.
摘要翻译：目的：为了获得横梁的混凝土块，可以简单地通过一种彼此相对的成对垂直壁与底板组合的方法来设置铁杆，并且在底板的两端设置开口。构成：将空心混凝土块A'1，A'2，...横向连接到放置在基础砖石16'上的基础混凝土17'的上侧，然后将混凝土块A'有序地堆叠在这些块上连接的方式。用于横梁的混凝土块B'连接在连接块的中点处的块A'上，铁杆6'被推向侧面通过中空部13'，并且混凝土被倒入中空部13'。于是，混凝土从开口14'向下流动到凹口19'，并硬化以将铁杆6'与下层的块A'组合在一起，并且将块B'与下部的块A'组合。然后将填充土壤从块A'的前部包装到块B'上并压实。

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式