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111.发明授权
公开(公告)号：US4465403A
公开(公告)日：1984-08-14
申请号：US334547
申请日：1981-12-28
CPC分类号： E02D5/18
摘要： Method of pouring a concrete wall panel directly in the ground, into which two concrete bars (1 and 2) are poured at an interval in such a way that the axis of the future wall will intersect their midpoint at a right angle, characterized by digging a trench extending through the bars, by positioning in the trench a reinforcement (13) with a transverse partition (9) generally along the axis of each bar, and by pouring a concrete panel in the trench between the two transverse partitions.
摘要翻译： 将混凝土墙面板直接浇注在地面中的方法，两个混凝土条（1和2）以一定间隔倒入其中，使得未来墙的轴线将以直角与其中点相交，其特征在于挖掘 通过所述杆延伸的沟槽，通过在所述沟槽中大体上沿着每个杆的轴线定位具有横向隔板（9）的加强件（13），并且通过在所述两个横向隔板之间的沟槽中浇注混凝土板。
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公开(公告)号：US4268192A
公开(公告)日：1981-05-19
申请号：US940967
申请日：1978-09-11
申请人： Ervin R. Colle
发明人： Ervin R. Colle
CPC分类号： E02D5/20
摘要： A concrete water retaining wall is formed by driving a plurality of concrete cylinder piles into the earth in closely spaced relationship along a line. Thereafter, elongated tubular flexible bags are inserted down into the spaces between adjacent cylinder piles and a cementitious hardenable material, such as grout, is pumped into the bags to expand them and to form a filler having an hourglass shaped cross section which interlocks with and forms a seal between adjacent piles.
摘要翻译： 通过沿着一条线以紧密间隔的关系驱动多个混凝土圆柱体到地球中而形成混凝土挡水墙。 此后，细长管状柔性袋被向下插入到相邻缸体之间的空间中，并且水泥可硬化材料（例如灌浆）被泵入袋中以使其膨胀并形成具有沙漏形横截面的填料，其与互锁和形成 相邻桩之间的密封。
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公开(公告)号：US4161376A
公开(公告)日：1979-07-17
申请号：US846317
申请日：1977-10-28
申请人： James E. Armstong
发明人： James E. Armstong
CPC分类号： E02B17/021 , E02B2017/0039 , E02B2017/0047 , E02B2017/0056
摘要： Disclosed is an improved fixed offshore platform and method of erecting the same. The platform has an open truss structure with upper and lower deck levels. The upper deck has removable floor sections to allow installation of equipment down through the truss structure. The platform is provided with pads for mounting equipment and housing in modules on the deck. No flotation is provided in the platform and means are provided for supporting the platform on the deck of a simple barge. The platform is generally triangular in shape having three caisson legs with one leg enlarged to allow drilling therethrough. Jacks are provided for gripping the legs and a crane is mounted on the deck to move along tracks provided thereon. In erecting the platform, the platform is first barged to the location of installation on a simple barge with the legs in a vertically-extending position and the platform in its normal operating position with the crane thereon. The barge is moored in position over a well site. At high tide, the legs are dropped and locked in position. As the tide subsides, the barge is floated from under the platform leaving the platform supported by the legs and the jacks. Next, the platform is jacked up to the desired height of use. Pilings are driven through the legs by use of the deck mounted crane. The legs are then grouted in place and welded to the platform. The jacks are removed from the legs and the equipment modules are installed. Drilling can then be accomplished through the enlarged leg.
摘要翻译： 公开了一种改进的固定式海上平台及其搭建方法。 该平台具有开放的桁架结构，具有上下甲板层。 上甲板具有可拆卸的地板部分，以允许设备通过桁架结构向下安装。 该平台设有用于在甲板上的模块中安装设备和外壳的垫。 在平台上不提供浮选，并且提供用于在简单驳船的甲板上支撑平台的装置。 该平台通常为三角形，具有三个沉箱腿，一个脚放大以允许钻穿。 提供用于夹紧腿的插孔，并且起重机安装在甲板上以沿着设置在其上的轨道移动。 在架设平台时，首先将平台充电到简单驳船上的安装位置，其中腿处于垂直延伸的位置，并且平台处于其起重机的正常操作位置。 驳船停泊在井场的位置。 在高潮期，腿部被丢弃并锁定就位。 随着潮汐消退，驳船从平台下方浮起，离开由腿部和千斤顶支撑的平台。 接下来，平台被提升到所需的使用高度。 通过使用甲板安装的起重机，将脚穿过腿部。 然后将腿灌浆就位并焊接到平台上。 千斤顶从腿部移除，并安装设备模块。 然后可以通过扩大的腿完成钻孔。
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公开(公告)号：US4005582A
公开(公告)日：1977-02-01
申请号：US603982
申请日：1975-08-12
申请人： George John Tamaro
发明人： George John Tamaro
摘要： There is disclosed an improved method of constructing an undergound reinforced concrete wall utilizing the slurry trench excavation method. According to the invention, at least a pair of spaced elongated primary excavations each adapted to receive a pair of H-beams rigidly joined together by steel lattice work; and a rebar cage. The channel or space in each H-beam at the outer channel between the flange and webs is filled with a polystyrene foam attached to the cage by steel plates and angles. These elements are lowered into the primary excavations and concrete is poured therein filling the spaces in the excavations and displacing any bentonite slurry from the trench to form primary wall elements. Thereafter, intermediate excavations are performed between the concreted sections and the H-beam portions thereof, the polystyrene foam being easily removed from the outer channel and the H-beam channel with the flanges thereof serving as guide elements for the excavating tool. According to a preferred procedure, the spaces between the first two primary wall panels have a length at least equal to a multiple greater than one of the primary wall panel excavations for secondary wall elements to be formed in the intermediate space. In this way, the same excavating tool can be used for forming equally spaced elements and the excavating tool will not in any way be impeded by engagement with steel H-beams since at least one end of the tool will be free to bite into earth or the space of an adjacent excavation. In order to form a reinforced excavation around and below underground utilities, and other obstructions, the earth between the two previous excavations is excavated, two beams are placed on either side of the utility or obstruction and the intervening excavation panel is cast with concrete without the use of a reinforcing cage or is cast using a steel fiber reinforced concrete in place of the reinforcing, is inserted to thereby form a reinforced wall in combination with the H-beam. There is also disclosed a novel method and apparatus for reducing wall thickness and decorating and improving surface finish of cast-in-situ underground concrete walls.
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公开(公告)号：US4000622A
公开(公告)日：1977-01-04
申请号：US577369
申请日：1975-05-14
申请人： Carlo Chiaves
发明人： Carlo Chiaves
CPC分类号： E02D29/0266
摘要： An embankment shoring structure is made up of a number of vertical prefabricated reinforced concrete panels having vertical stiffening ribs on their inside faces and anchored to a concrete foundation cast on site by a bed of cast reinforced concrete, the lower end of each rib terminating in a face inclined to the horizontal through which the reinforcing rods of the panels pass into the bed.
摘要翻译： 堤坝支撑结构由多个垂直预制钢筋混凝土板组成，在其内表面上具有垂直加强肋，并通过铸造钢筋混凝土床锚固在现场铸造的混凝土基础上，每个肋的下端终止于 面板倾斜于水平面，板的加强杆通过该水平面进入床。
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公开(公告)号：US3967451A
公开(公告)日：1976-07-06
申请号：US505184
申请日：1974-09-11
申请人： Carl W. Garbe
发明人： Carl W. Garbe
摘要： A process of constructing a storage facility, such as a tank, and the resultant storage facility product having an integral foundation is disclosed. Piles having conjoining sides are driven into the earth along a storage facility perimeter and pressure grouted to form a watertight perimeter. The piles penetrate into the earth to a depth where either the percolation of any acquifier into the storage facility or the leakage of product from the storage facility can be prevented. After installation of the piles. Soil is thereafter excavated below the existent ground level from the interior of the closed pile perimeter to the storage facility depth. The excavated soil is placed in a preferably compacted embankment immediately exterior of the piles perimeter where it extends above the ambient ground level. This compacted embankment together with the subterranean portion of the pile perimeter is maintained in a closed fluid-tight relation by the soil pressure arching adjacent piles compressively together. During excavation, wales are placed against the storage facility sides. When the excavation reaches the full tank depth, the tank bottom is finished typically by a concrete rat slab. A conventional top is then provided.
摘要翻译： 公开了一种构建储罐的储存设施的过程，以及所得到的具有整体基础的储存设备产品。 具有结合侧的桩沿着储存设施周边被驱动进入地球，并且压力灌浆以形成水密周长。 堆积物渗透到地球到达可以防止任何收获者渗透到储存设施中的渗透或产品从储存设施泄漏的深度。 安装桩后。 此后，从封闭桩周边的内部到存储设施深度，将现有地面以下的土壤开挖。 挖掘的土壤被放置在桩周围的紧邻外部的优选压实的堤岸上，其在环境地面上方延伸。 这个压实的路堤与桩周边的地下部分一起通过相邻桩压缩在一起的土压力保持在一个封闭的流体密封关系。 在挖掘过程中，威尔士被放置在储存设施侧。 当挖掘达到满罐深度时，油箱底部通常由混凝土板块完成。 然后提供传统的顶部。
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公开(公告)号：US3937026A
公开(公告)日：1976-02-10
申请号：US508829
申请日：1974-09-24
申请人： Josef Krings
发明人： Josef Krings
CPC分类号： E02D17/08
摘要： This disclosure relates to a lining apparatus for the protection of trenches, which lining apparatus includes lining plates which are insertable in pairs in vertical sliding carriers on the side of the trench and are capable of being pressed against the wall of the trench by expanding devices, each lining plate including two component plates connected together loosely and detachably and the component plates being guided together in the sliding carriers with the outer dimension of the component plates being approximately equal to those of a unitary lining plate.
摘要翻译： 本公开涉及一种用于保护沟槽的衬里装置，该衬里装置包括可在沟槽侧面成对插入垂直滑动载体中的衬板，并且能够通过膨胀装置压靠在沟槽的壁上， 每个衬板包括松散地和可拆卸地连接在一起的两个组件板，并且组件板在滑动载体中被引导在一起，而组件板的外部尺寸大致等于单一衬板的尺寸。
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公开(公告)号：US3910054A
公开(公告)日：1975-10-07
申请号：US46445974
申请日：1974-04-26
申请人： KRINGS JOSEF
发明人： KRINGS JOSEF
CPC分类号： E02D17/08
摘要： This disclosure relates to a sheeting arrangement for the sheeting or shoring of a ditch or trench wherein vertical supports are driven into the ground and thereafter sheeting walls are placed between the vertical supports with the sheeting walls having relative vertical movement with respect to the supports during the positioning and pulling thereof. In order to facilitate the movement of the sheeting walls relative to the supports without undue binding or frictional resistance, it has been proposed to provide the connections between the sheeting wall and the support with bearing like elements.
摘要翻译： 本公开涉及一种用于沟槽或沟槽的片材或衬垫的片材布置，其中垂直支撑件被驱动到地面中，此后片材壁放置在垂直支撑件之间，其中片材壁在相对于支撑件的相对垂直运动期间相对于支撑件 定位和拉动。 为了有利于片材壁相对于支撑件的运动而没有过度的结合或摩擦阻力，已经提出通过轴承类似元件提供片材壁和支撑件之间的连接。
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119.发明授权Watertight wall of any desired length without joints constructed by cutting trenches in the ground and method for its construction 失效在地面上切割铁轨构成的任何接缝的任何预期长度的水墙及其施工方法
公开(公告)号：US3820344A
公开(公告)日：1974-06-28
申请号：US37322673
申请日：1973-06-25
申请人： SOLETANCHE
IPC分类号： E02D5/20
CPC分类号： E02D5/20
摘要： A watertight wall and method of forming a wall in the ground is provided. The wall uses a cement slurry of bentonite which will not exceed a viscosity of 20 centipoises after 48 hours of setting. Prefabricated parts are positioned in the wall after pouring and can be identically shaped.
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公开(公告)号：US3555830A
公开(公告)日：1971-01-19
申请号：US3555830D
申请日：1969-01-27
申请人： POMEROY & CO INC J H
发明人： YORK PHILIP J
摘要： A CONCRETE WALL STRUCTURE AND METHOD CHARACTERIZED BY PORTIONS OF A WALE DISPOSED INTERNALLY OF THE WALL. THE WALE IS FORMED BY PREPARING A SOLDIER BEAM WITH LATERALLY EXTENDING REINFORCING ELEMENTS AND THEN CARRYING THE REINFORCING ELEMENTS INTO A TRENCH DEFINED BETWEEN UPSTANDING SOLDIER BEAMS. TREMIE-POURED CONCRETE IS THEN PLACED IN THE TRENCH.
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