专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

91. 发明申请

WO2019054703A1 CIP벽체 형성장치 및 이를 이용한 시공방법 审中-公开
公开(公告)号：WO2019054703A1
公开(公告)日：2019-03-21
申请号：PCT/KR2018/010512
申请日：2018-09-07
申请人： 한주이엔씨 주식회사
发明人： 강문기
IPC分类号： E02D17/04 , E02D17/08 , E02D5/06
CPC分类号： E02D5/60 , E02D5/30 , E02D5/38 , E02D29/0275 , E02D29/06
摘要： 본 발명은 CIP공법을 이용하여 지하외벽을 구축하기 위한 CIP벽체 형성용 장치로, 내부에 횡단면이 원형인 관통공이 형성된 원통형의 케이싱; 상기 케이싱의 내부에 수납되고 상기 케이싱의 상부면과 체결되는 철골 가이드; 및 상기 철골 가이드의 내측에 삽입되는 기둥형태의 제1 H형강;을 포함하고, 상기 철골 가이드는 내부에 상기 제1 H형강이 삽입되도록 횡단면이 사각형인 내부프레임과, 상기 내부프레임의 외면에서 상기 내부프레임과 연결되는 하나 이상의 라운드프레임을 포함하고, 상기 라운드프레임은 상기 케이싱의 내부면에 대응하는 형태로 구비되며, 상기 라운드프레임의 상단부에는 상기 케이싱의 상부측과 체결되도록 체결플랜지가 구비되는 CIP벽체 형성장치에 관한 것이다.

92. 发明申请

WO1989002500A1 METHOD OF CONTROLLING THE MOVEMENTS OF A FILLING MATERIAL 审中-公开
标题翻译：控制填充材料运动的方法
公开(公告)号：WO1989002500A1
公开(公告)日：1989-03-23
申请号：PCT/SE1988000456
申请日：1988-09-06
申请人： S.A. COMPAGNIE INTERNATIONALE DES PIEUX ARMES ... , MASSARSCH, Karl, Rainer
发明人： S.A. COMPAGNIE INTERNATIONALE DES PIEUX ARMES ...
IPC分类号： E02B31/08
CPC分类号： E02D29/0275 , E02D29/0241 , E02D31/08
摘要： The present invention relates to a method of controlling the movements of a filling material or a similar material in conjunction with a rigid construction, for which purpose a compliant layer is created in backfill material in close association with the aforementioned construction, thereby reducing the pressure against the construction. The layer can be created by arranging one or more fluid-filled envelopes in the backfill material alongside the construction. What is characteristic of the invention is that soil reinforcement is arranged in conjunction with the aforementioned compliant layer, which reinforcement is permitted under the aforementioned controlled movement to adopt a predetermined degree of prestressing.
摘要翻译：本发明涉及一种控制填充材料或类似材料与刚性结构的运动的方法，为此目的，在与上述结构紧密联系的回填材料中产生柔顺层，从而降低了对那个工程。该层可以通过将一个或多个流体填充的信封布置在沿着结构的回填材料中来创建。本发明的特征在于，土体加固结合上述顺应层布置，该加强层在上述受控运动下被允许采用预定程度的预应力。

93. 发明申请

WO1988009849A1 REINFORCEMENT FOR CONTINUOUSLY-CAST CONCRETE WALLS 审中-公开
标题翻译：连续混凝土加固
公开(公告)号：WO1988009849A1
公开(公告)日：1988-12-15
申请号：PCT/AU1988000189
申请日：1988-06-14
申请人： FOUNDATION TECHNOLOGY PTY. LTD. , INNES, Donald
发明人： FOUNDATION TECHNOLOGY PTY. LTD.
IPC分类号： E02D05/20
CPC分类号： E02D29/0275 , E02D5/18 , E02D5/76
摘要： A reinforcing frame (10) is disclosed for providing continuous reinforcement for a concrete wall (18) cast in longitudinal sections within a trench (17). The frame (10) comprises vertical bars (11) and horizontal bars (12) to form a rectangular cage (14) to one end of which a blocking plate (13) is attached for blocking the flow of wet concrete along the trench (17). The vertical edges of the blocking plate (13) are formed as channel-shaped formations (9) which engage with vertical bars (15) attached to the end of an adjacent further reinforcing frame (16). After the clearances between the formations (9) and the bars (15) have been filled with concrete which has set, continuous longitudinal reinforcement of the concrete wall (18) is achieved. Methods of forming a reinforced concrete wall and producing a multi-tiered concrete retaining wall are also disclosed.
摘要翻译：公开了一种用于为在沟槽（17）内的纵向部分铸造的混凝土壁（18）提供连续加强件的加强框架（10）。框架（10）包括垂直杆（11）和水平杆（12）以形成矩形保持架（14），其一端附接有阻挡板（13），用于阻挡沿着沟槽（17）的湿混凝土的流动）。阻挡板（13）的垂直边缘形成为与附接到相邻的另外的加强框架（16）的端部的垂直杆（15）接合的通道形结构（9）。在地层（9）和杆（15）之间的间隙已经填充了已设定的混凝土之后，实现了混凝土墙（18）的连续纵向加固。还公开了形成钢筋混凝土墙并制造多层混凝土挡土墙的方法。

94. 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。

95. 发明申请

WO2006054353A1 擁壁構造审中-公开
标题翻译：保留墙结构
公开(公告)号：WO2006054353A1
公开(公告)日：2006-05-26
申请号：PCT/JP2004/017244
申请日：2004-11-19
申请人：セイナン工業株式会社 , 江東
发明人：江東
IPC分类号： E02D29/02
CPC分类号： E02D29/0275
摘要：　複数の表面板１０を用い、隣接する表面板１０の端部同士を回動可能に連結して構築される擁壁構造において、表面板１０の両端部１３，１３を上下方向に軸線を有した半円柱状に形成し、表面板１０の背面１２側に、表面板１０の端部１３に一端部３１が回動可能に連結され表面板１０を支持する支持体３０を備え、支持体３０の一端部３１を上下方向に軸線を有した半円柱状に形成し、表面板１０の両端部１３，１３及び支持体３０の一端部３１に軸線に沿って夫々軸受孔２１，３２を形成し、隣接する表面板１０及び支持体１０の軸受孔２１，３２に挿通される軸部４１を有した連結体４０を有する構成とした。これにより、作業性の向上を図るとともに、表面板の取扱いを容易化できる。
摘要翻译：通过将多个表面板（10）的相邻端部彼此可旋转地连接而构成的挡土墙结构。表面板（10）的两端部（13）和（13）形成为具有垂直轴的半圆柱形。具有可旋转地连接到表面板（10）的端部（13）并支撑表面板（10）的一个端部（31）的支撑体（30）安装在表面的后表面（12）侧板（10）。支撑体（30）的一端部（31）形成为具有纵轴的半圆柱形状，并且在两端部（13）和（13）上形成有轴承孔（21）和（32）所述支承体（30）的所述表面板（10）和一个端部（31）沿其轴线。另外，该结构包括连接体（40），其具有插入相邻的表面板（10）和支撑体（10）的轴承孔（21）和（32）中的轴部分（41）。因此，可以提高可加工性，并且可以促进表面板的处理。

96. 发明申请

WO1986004103A1 STABILIZATION OF EXCAVATIONS 审中-公开
标题翻译：施工稳定
公开(公告)号：WO1986004103A1
公开(公告)日：1986-07-17
申请号：PCT/AU1986000004
申请日：1986-01-06
申请人： GEARHART AUSTRALIA LIMITED , TUCKER, Michael, Charles
发明人： GEARHART AUSTRALIA LIMITED
IPC分类号： E02D17/04
CPC分类号： E02D17/04 , E02D29/0233 , E02D29/0241 , E02D29/0275
摘要： A method for shoring walls of open earth excavations comprises excavating the earth to a predetermined distance, anchoring earth anchors in boreholes in the exposed earth wall connecting the exposed ends of some or all of the earth anchors to form a substantially continuous linear or mesh-like tensile member over the exposed face of the earth wall and then spraying the wall with concrete to encapsulate the reinforcing structure. The excavation and shoring wall construction is carried out in successive phases to reach a required depth of excavation.
摘要翻译：用于支撑开放式土方挖掘的墙壁的方法包括将地球挖掘到预定距离，将接地锚定在暴露的接地壁中的钻孔中，连接一些或所有接地锚的暴露端部以形成基本上连续的线性或网状将抗拉构件覆盖在地面露出的表面上，然后用混凝土喷涂墙壁以封装加固结构。挖掘和支护墙施工在连续阶段进行，以达到所需的开挖深度。

97. 发明申请

WO2015167341A1 METHOD FOR CREATING A STABILIZED SOIL WALL 审中-公开
标题翻译：创建稳定土墙的方法
公开(公告)号：WO2015167341A1
公开(公告)日：2015-11-05
申请号：PCT/NL2015/050309
申请日：2015-05-04
申请人： NETICS B.V.
发明人： BESSELING, Eldert , EKKELENKAMP, Hugo Hendrikus Martinus
IPC分类号： E02D29/02
CPC分类号： E02D29/0275
摘要： The invention relates toa method for creating a stabilized soil wall (1), comprising the steps of: supplying soil to the location where a wall element that is to become part of the wall is to be created, creating a compression space (2) at the location where the wall element is to be created, arranging an amount of soil in the compression space, compressing the soil in the compression space to obtain the wall element (6, 7), arranging the wall element at the location where the wall is to be created and, if required, compressing subsequent wall elements (6, 8) and arranging them adjacent to the first wall element until the desired wall size is achieved.
摘要翻译：本发明涉及一种用于产生稳定土墙（1）的方法，其特征在于包括以下步骤：将土壤供给到要成为壁的一部分的壁元件的位置，从而产生压缩空间（2）要创建壁元件的位置，在压缩空间中布置一定量的土壤，压缩压缩空间中的土壤以获得壁元件（6,7），将壁元件设置在墙壁的位置处并且如果需要，压缩随后的壁元件（6,8）并将它们布置成与第一壁元件相邻，直到达到所需的壁尺寸。

98. 发明申请

WO2008157276A2 MOLD BOX AND METHOD OF MANUFACTURING A BLOCK 审中-公开
标题翻译：模具盒和制造块的方法
公开(公告)号：WO2008157276A2
公开(公告)日：2008-12-24
申请号：PCT/US2008/066813
申请日：2008-06-13
申请人： KEYSTONE RETAINING WALL SYSTEMS, INC. , MACDONALD, Robert
发明人： MACDONALD, Robert
IPC分类号： B28B7/24 , B28B7/36 , E04C1/39
CPC分类号： B28B7/007 , B28B3/06 , B28B7/24 , B28B7/366 , E02D29/025 , E02D29/0275 , E04B2002/0213 , E04B2002/0226 , E04B2002/0269 , E04C1/395
摘要： The present invention relates a mold box method of manufacturing a block, and a wall block with a stepped-back strata and ledges imprinted on one or more faces of the block. A mold box is provided with a block face liner that is machine cut to create a particular strata and ledge pattern that is widest at the top of the liner and steps back over a plurality of planes to a narrower width at the bottom of the liner. Masonry material is allowed to form in the mold box around the liner to produce the strata and ledges imprint onto one or more faces of the block. The invention also relates to the mold box, multiple embodiments of the block face liner with differing strata and ledge patterns, and to blocks formed in the mold box and methods of constructing walls with the blocks.
摘要翻译：本发明涉及一种制造块体的模具盒方法，以及压印在块的一个或多个面上的具有阶梯背层的壁块和凸缘。模具箱设置有机器切割的块面衬里，以产生在衬套的顶部处最宽的特定的层和凸缘图案，并且在衬套的底部上跨越多个平面延伸到较窄的宽度。允许在模具箱中围绕衬套形成砖石材料，以产生层和凸台印在块的一个或多个面上。本发明还涉及模具盒，具有不同的层和凸缘图案的块面衬套的多个实施例以及形成在模具箱中的块以及用块构造壁的方法。

99. 发明申请

WO1997026414A1 WALL, PARTICULARLY A RETAINING WALL, FORMED ONLY ON THE FRONT SIDE 审中-公开
标题翻译：墙壁，特别是一个保留墙，只形成在前面
公开(公告)号：WO1997026414A1
公开(公告)日：1997-07-24
申请号：PCT/IB1997000023
申请日：1997-01-16
申请人： TECHNOPARK LIMITED , MARTIN, Christian
发明人： TECHNOPARK LIMITED
IPC分类号： E02D29/12
CPC分类号： E02D29/0275
摘要： A wall with a reinforcement comprising a plurality of longitudinally spaced vertical stiffeners (3, 4) adjacent to the front side of the wall relative to the fill. The reinforcement comprises a plurality of vertically spaced horizontal rows of bearing members (6) having a width (e) smaller than that (E) of the wall and arranged closer to the back side than the front side. The bearing members (6) are pervious to the smallest components of the fill material, and connecting members (5) are provided for connecting the bearing members (6) to the vertical stiffeners (3) and transmitting thereto the weight of the fill material on the bearing members (6).
摘要翻译：具有加强件的壁包括相对于所述填充物相邻于所述壁的前侧的多个纵向间隔开的垂直加强件（3,4）。加强件包括多个垂直间隔开的水平排的轴承构件（6），其宽度（e）小于壁的（E），并且布置成比前侧更靠近后侧。轴承构件（6）可以渗透到填充材料的最小部件中，并且提供连接构件（5）用于将轴承构件（6）连接到垂直加强件（3），并将其上的填充材料的重量传递到轴承部件（6）。

100. 发明专利

JPS6195128A Concrete formwork process 失效
标题翻译：混凝土工艺流程
公开(公告)号：JPS6195128A
公开(公告)日：1986-05-13
申请号：JP21597984
申请日：1984-10-15
申请人： Tousen Koken Kk
发明人： OKUMURA YOSHIO
IPC分类号： E02D29/02 , E04G17/06 , E04G17/065
CPC分类号： E02D29/0275
摘要： PURPOSE:To eliminate the needs to remove back sheathing board as well as the needs for patterning of the surface by a method in which a surface board having its surface to be patterned and a back side metal net sheathing board are erectly provided at a fixed interval by a separator to construct a formwork fora retaining wall, and concrete is placed into the formwork. CONSTITUTION:A formwork for a concrete structure, e.g., retaining wall, etc., consists of a surface sheathing board 1, a metal net sheathing board 2 provided at a given interval in the face of the board 1, a waling 8 to hold both the sheathing boards 1l and 2 at a fixed interval, and braces 10 and studs 11 on the board 2 side. The board 1 is made of plywood, steel, or synthetic resin, etc., and its surface to be touched by concrete is provided with an uneven pattern. The board 2 is made of a metal lath with ribs. Concrete is placed into the formwork and hardened, and the board 1 and the braces 10 and studs 11 are removed to obtain a retaining wall, etc. The needs to remove the back formwork of retaining wall can thus be eliminated.
摘要翻译：目的：为了消除背面护板的需要以及通过一种方法，其形式为图案的表面板和背面金属网护套板以固定的间隔直立地设置，通过分隔器构造挡土墙模板，并将混凝土放置在模板中。构成：用于混凝土结构（例如挡土墙等）的模板由表面护板1，在板1的表面上以给定间隔设置的金属网护板2，保持两者固定间隔的护套板11和2以及板2侧的支架10和螺柱11。板1由胶合板，钢或合成树脂等制成，其被混凝土接触的表面设置有不均匀的图案。板2由带肋的金属板条制成。将混凝土放置在模板中并硬化，并且移除板1和支架10和螺栓11以获得挡土墙等。因此可以消除拆除挡墙的后模板的需要。

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