专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明授权

US10753088B2 Slab fillers and methods for implementing fillers in two-way concrete slabs for building structures 有权
公开(公告)号：US10753088B2
公开(公告)日：2020-08-25
申请号：US15573478
申请日：2016-06-09
申请人： Seyed Soroush Mirkhani , Ali Firouzi Monfared
发明人： Seyed Soroush Mirkhani , Ali Firouzi Monfared
IPC分类号： E02D5/10 , E02D5/12 , E04B7/00 , E04B1/16 , E04B5/32 , E04C5/20 , E04B5/21 , E02D5/34
摘要： A slab filler, and method for implementing fillers in a two-way concrete slab for building structures, are disclosed. The filler comprises an upper keeper tray and a lower keeper tray, and a volumetric filling element. The upper keeper tray is attached to a top of the volumetric filling element and the lower keeper tray is attached to a bottom of the volumetric filling element. The filler comprises a plurality of indicators positioned on all corners of the keeper tray to indicate an amount or level of a concrete fed on the filler. The filler further comprises grooves at an end of the spacer, configured to securely hold one or more belts. Spacers and belts are configured to receive one or more rebar. Further, the volumetric filling element is a high-density material, where the filler is incorporated without upper keeper tray and lower keeper tray.

2. 发明授权

US09797108B2 Free draining seal device and installation method for mechanically stabilized earth wall structures 有权
公开(公告)号：US09797108B2
公开(公告)日：2017-10-24
申请号：US14615381
申请日：2015-02-05
申请人： Joseph E. Rodriguez
发明人： Joseph E. Rodriguez
IPC分类号： E02B11/00 , E02D29/02 , E02D5/10 , E02D5/20
CPC分类号： E02B11/00 , E02D5/10 , E02D5/20 , E02D29/02 , E02D29/0241
摘要： A mechanically stabilized earth (MSE) wall system that permits water drainage through joints while also preventing undesirable migration of backfill through joints, thus dramatically reducing or eliminating undesirable vegetation by incorporation of a free draining seal (FDS) in panel joints, wherein the FDS structure blocks backfill but permits water migration.

3. 发明授权

US08113744B2 Jetting system for foundation underpinning 有权
标题翻译：喷涂系统为基础支撑
公开(公告)号：US08113744B2
公开(公告)日：2012-02-14
申请号：US12180110
申请日：2008-07-25
申请人： Mark Anthony S. Dimitrijevic
发明人： Mark Anthony S. Dimitrijevic
IPC分类号： E02D5/10
CPC分类号： E02D35/00 , E02D3/12 , E02D5/523 , E02D27/48
摘要： A jetting system for installing foundation underpinning is disclosed. In some embodiments, the jetting system includes a pile having one or more pile segments, an elongated reinforcing tubular member, and a jetting tube. Each of the one or more pile segments includes a throughbore passing axially through the head and the trunk. The throughbores of the one or more pile segments are vertically aligned forming a passage through the pile. The elongated reinforcing tubular is disposed within the passage, and the jetting tube is inserted into the reinforcing tubular.
摘要翻译：公开了一种用于安装基础支撑的喷射系统。在一些实施例中，喷射系统包括具有一个或多个桩段的桩，细长的加强管状构件和喷射管。一个或多个桩段中的每一个包括轴向穿过头部和躯干的通孔。一个或多个桩段的通孔垂直对准，形成通过桩的通道。细长的加强管设置在通道内，并且喷射管插入加强管中。

4. 发明申请

US20100319280A1 Precast Temporary Facility Structure and a Construction Method for the Same 审中-公开
标题翻译：预制临时设施结构及其施工方法
公开(公告)号：US20100319280A1
公开(公告)日：2010-12-23
申请号：US12865701
申请日：2009-01-30
申请人： Manyop Han
发明人： Manyop Han
IPC分类号： E02D5/10 , E02D27/32
CPC分类号： E04B1/20 , E04C3/08 , E04C3/205 , E04C3/293
摘要： The present invention relates to a precast temporary facility structure composed of segment members which is manufactured in a predetermined shape in advance at a factory and disposed close to the inner side of a temporary facility wall by fixing means and filled with concrete, and connectors integrally connected to the ends of the segment structures by coupling means to connect the segment members. Accordingly, it is possible to achieve sufficient support force for a long span temporary facility wall having a large entire length and reduce time for curing concrete by the precast, such that it is possible to reduce the construction period.
摘要翻译：本发明涉及一种预制临时设施结构，其由在工厂预先制造成预定形状的分段构件组成，并且通过固定装置靠近临时设施壁的内侧设置并充满混凝土，并且连接器整体连接通过联接装置连接到段构件到段结构的端部。因此，能够对于整个长度大的长跨度临时设备壁实现足够的支撑力，并且通过预制件减少固化混凝土的时间，从而可以减少施工周期。

5. 发明授权

US07165916B2 Method of on-site construction of concrete column and panel fence system 失效
标题翻译：混凝土柱和面板围栏系统现场施工方法
公开(公告)号：US07165916B2
公开(公告)日：2007-01-23
申请号：US10923148
申请日：2004-08-19
申请人： Lakdas Nanayakkara
发明人： Lakdas Nanayakkara
IPC分类号： E02D5/10
CPC分类号： E02D5/36 , E02D27/42
摘要： The instant invention constitutes a method of forming a concrete column and panel wall system, comprising the steps of: auguring a vertical pile hole; excavating about the pile hole a ground level recess for a pile cap; placing vertical rebars into the auger hole and cap recess; pouring concrete in situ into the pile hole and pile cap recess; positioning a pile cap plate on the poured concrete prior to the curing thereof; positioning opposing vertical ends of pre-cast concrete panels upon opposite ends of the pile cap plate and using forms to substantially define an H-shaped above-ground geometry each having vertical rebars therein, the panel ends also having horizontal re-bars extending into the geometry, thus horizontally and vertically positioning re-bars characterize substantially an entirely above-ground length of each column resultant of the H-shaped geometry; and casting in situ within volumes defined by the forms defining the above-ground geometry. Each combination of cast columns, as such, includes a first column corresponding to the pile hole and pile cap recess, and a second above-ground cast column.
摘要翻译：本发明构成了一种形成混凝土柱和面板壁系统的方法，包括以下步骤：对垂直桩孔进行加压; 围绕桩孔挖掘桩帽的地面凹槽; 将垂直钢筋放入螺旋钻孔和盖子凹槽中; 将混凝土原位浇注到桩孔和桩帽凹槽中; 在浇注混凝土固化前将桩帽定位在桩上; 将预制混凝土板的相对的垂直端定位在桩帽板的相对端部上并且使用形式基本上限定了在其中具有垂直钢筋的H形地面几何形状，所述面板端部还具有延伸到因此水平和垂直定位的重力杆基本上表现为H形几何形状的每个柱的结果的完全地上长度; 并且在由限定地面几何形状的形式限定的体积内原位铸造。铸造柱的每个组合本身都包括对应于桩孔和桩帽凹槽的第一柱和第二地上铸造柱。

6. 发明授权

US4005582A Method of constructing underground concrete walls and reinforcement cage therefor 失效
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
IPC分类号： E02D5/18 , E02D5/20 , E02D5/10 , E02D27/00
CPC分类号： E02D17/13 , E02D5/20
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.

7. 发明授权

US1842849A Concrete piling 失效
标题翻译：混凝土桩
公开(公告)号：US1842849A
公开(公告)日：1932-01-26
申请号：US46726330
申请日：1930-07-11
申请人： GEORGE TURNER FREDERICK
发明人： GEORGE TURNER FREDERICK
IPC分类号： E02D5/10
CPC分类号： E02D5/10

8. 发明申请

US20180313050A1 A WHARF CONSTITUTED BY ARCHED WALLS AND PLANE TIES. 审中-公开
公开(公告)号：US20180313050A1
公开(公告)日：2018-11-01
申请号：US15766387
申请日：2016-10-05
申请人： SOLETANCHE FREYSSINET
发明人： Thierry JEANMARIE , Pierre SCHMITT , Michel COUDRY , Jean Michel JEANTY
IPC分类号： E02D5/10 , E02B3/06 , E02D27/30 , E02D29/02
摘要： The invention relates to a retaining work (12) in ground (S), the work having a vertical front portion and separating a first portion of ground (S1) from a second portion of ground.The front portion (14) is in the form of juxtaposed arched walls (16), each arched wall (16) presenting a concave side facing the first portion of ground and a convex side facing the second portion of ground, and the retaining work (12) further includes a rear portion (20) comprising a plurality of wall elements (22) having their largest faces extending vertically in the second portion of ground (S2), each wall element (22) being arranged between two adjacent arched walls (16) and extending transversely relative to the front portion (14).

9. 发明申请

US20150152617A1 Free Draining Seal Device and Installation Method for Mechanically Stabilized Earth Wall Structures 有权
标题翻译：自由排水密封装置和机械稳定的地球墙结构的安装方法
公开(公告)号：US20150152617A1
公开(公告)日：2015-06-04
申请号：US14615381
申请日：2015-02-05
申请人： Joseph E. Rodriguez
发明人： Joseph E. Rodriguez
IPC分类号： E02B11/00 , E02D5/20 , E02D29/02 , E02D5/10
CPC分类号： E02B11/00 , E02D5/10 , E02D5/20 , E02D29/02 , E02D29/0241
摘要： A mechanically stabilized earth (MSE) wall system that permits water drainage through joints while also preventing undesirable migration of backfill through joints, thus dramatically reducing or eliminating undesirable vegetation by incorporation of a free draining seal (FDS) in panel joints, wherein the FDS structure blocks backfill but permits water migration.
摘要翻译：一种机械稳定的土壤（MSE）壁系统，其允许通过接头排水，同时还防止回填物通过接头的不期望的迁移，从而通过在面板接头中结合自由排水密封件（FDS）来显着减少或消除不期望的植被，其中FDS结构阻止回填，但允许水迁移。

10. 发明授权

US08272810B2 Pilings for foundation underpinning 有权
标题翻译：基础支撑桩
公开(公告)号：US08272810B2
公开(公告)日：2012-09-25
申请号：US12180103
申请日：2008-07-25
申请人： Mark Anthony S. Dimitrijevic
发明人： Mark Anthony S. Dimitrijevic
IPC分类号： E02D5/10
CPC分类号： E02D5/48 , E02D37/00
摘要： A pile segment for foundation underpinning. In some embodiments, the pile segment includes a head, a trunk extending from the head, and a throughbore passing axially through the head and the trunk. The throughbore has a longitudinal centerline. The area of a cross-section through the head and normal to the centerline is greater than the area of a cross-section through the trunk and normal to the centerline.
摘要翻译：用于基础支撑的桩段。在一些实施例中，桩段包括头部，从头部延伸的躯干以及轴向穿过头部和躯干的通孔。通孔具有纵向中心线。通过头部并且垂直于中心线的横截面的面积大于穿过树干的横截面的面积并且垂直于中心线。

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