公开(公告)号：WO2006026384A2

公开(公告)日：2006-03-09

申请号：PCT/US2005/030319

申请日：2005-08-25

Applicant: SIMMONS, Robert, J.

Inventor： SIMMONS, Robert, J.

IPC: E02D27/00 ,  E02D27/32

CPC classification number: E02D27/01 ,  E04B2001/2454 ,  E04B2001/2463

Abstract: Concealed anchoring structure interconnecting (a) the base of an elongate, upright, tubular (hollow), structural building-frame column having a long axis, and (b) a generally planar and horizontal podium slab having a body with upper and lower surfaces which collectively define slab depth, with the long axis of the column being substantially normal to the plane of the slab. This anchoring structure includes elongate, nut-and-bolt structure which is disposed substantially on the column's long axis, with upper portions of the nut-and-bolt structure being concealed within the hollow base of the column, above the slab's upper surface, and the lower portions of the nut-and-bolt structure being disposed adjacent the slab's lower surface, whereby the nut-and-bolt structure anchorably interconnects the column and the slab.

Abstract translation: 隐藏的锚固结构（a）具有长轴的细长直立管状（中空）结构建筑框架柱的基部，和（b）具有上表面和下表面的主体的大致平面和水平的指挥台板， 共同定义板坯深度，柱的长轴基本上垂直于板坯的平面。 该锚固结构包括基本上设置在柱的长轴上的细长的螺母和螺栓结构，其中螺母和螺栓结构的上部被隐藏在柱的中空基部中，在板的上表面上方，以及 螺母和螺栓结构的下部布置成与板的下表面相邻，由此螺母和螺栓结构可固定地将柱和板连接起来。

公开(公告)号：WO2004092499A3

公开(公告)日：2005-09-22

申请号：PCT/US2004011165

申请日：2004-04-12

Applicant: RIZZOTTO JOHN L

Inventor： RIZZOTTO JOHN L

IPC: E02D27/00 ,  E02D27/32 ,  E02D27/42 ,  E04B20060101 ,  E04B1/24 ,  E04B1/343 ,  E04C3/04 ,  E04C3/11 ,  E04C3/40 ,  E04C5/06 ,  E04H12/22

CPC classification number: E04B1/24 ,  E02D27/42 ,  E02D27/50 ,  E04B1/2403 ,  E04B1/34352 ,  E04B2001/2421 ,  E04B2001/2439 ,  E04B2001/2451 ,  E04B2001/2463 ,  E04B2001/249 ,  E04C3/11 ,  E04C3/40 ,  E04C5/06 ,  E04C2003/0491 ,  E04H12/2261 ,  Y10S52/11

Abstract: A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies (6) or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures (6) without the need for readjusting the location of the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete.

Abstract translation: 用于钢结构的框架组装系统大大减少组装时间，同时保持优异的强度和机械完整性，并且极大地提高了抗提升力。 在混凝土浇注之前，基础组件（6）或锚固结构首先被精确定位，以形成基础，包围锚结构（6），而不需要重新调整柱的位置。 所得到的结构高度抵抗提升力和地震效应，同时比以前的结构快得多和简单。 在混凝土完全固化之前开裂混凝土基础。

公开(公告)号：WO2005076798A2

公开(公告)日：2005-08-25

申请号：PCT/US2005/001677

申请日：2005-01-14

Applicant: CONSTRUCTION SOLUTIONS, LLC ,  FREZZA, Joseph, A.

Inventor： FREZZA, Joseph, A.

IPC: E02D27/00 ,  E04C3/30

CPC classification number: E02D27/00

Abstract: A sill plate (110) adapted to support drywall (132) above a floor surface (112) to prevent the formation of mold in the drywall (132). The sill plate (110) has a base section (114) and a first wall (116) associated with the base section (114). A first shelf (136) is associated with the first wall (116). The first shelf (136) is adapted to support drywall (132). The sill plate (110) may also include a second wall (118) associated with the base section a (114) where the second wall (118) is opposed from the first wall (116). The second wall (118) may include a second shelf (138) associated with the second wall (118). Each of the first shelf (136) and second shelf (118) may extend along a plane parallel to a plane passing through the base section (114). Drywall (132) may rest on the first shelf (136) prior to being affixed to vertical studs (124) extending from the sill plate (110).

Abstract translation: 适于在地板表面（112）上方支撑干墙（132）以防止在干式墙（132）中形成模具的门槛板（110）。 底板（110）具有基部（114）和与基部（114）相关联的第一壁（116）。 第一搁板（136）与第一壁（116）相关联。 第一搁板（136）适于支撑干墙（132）。 门槛板（110）还可以包括与第二壁（118）与第一壁（116）相对的底座部分（114）相关联的第二壁（118）。 第二壁（118）可以包括与第二壁（118）相关联的第二搁板（138）。 第一搁板（136）和第二搁板（118）中的每一个可以沿着平行于穿过基部（114）的平面的平面延伸。 在固定到从门槛板（110）延伸的立柱（124）之前，干墙（132）可以搁置在第一搁板（136）上。

公开(公告)号：WO2003091506A3

公开(公告)日：2003-11-06

申请号：PCT/US2003/012906

申请日：2003-04-24

Applicant: PETERSON, Richard, E. ,  SULLIVAN, Michael

Inventor： PETERSON, Richard, E. ,  SULLIVAN, Michael

IPC: E02D27/00

Abstract: A building panel for attachment to exterior and interior building surfaces, the panel including a casting layer having at least one imbedded reinforcing layer, at least one attachment means extending through the casting layer and imbedded reinforcing layer for attachment to a building frame, and a finishing layer adjacent to the casting layer, the finishing layer being positioned to cover a first end of the at least one attachment means.

公开(公告)号：WO2002064901A3

公开(公告)日：2002-08-22

申请号：PCT/US2002/004334

申请日：2002-02-14

Applicant: HEARNE, Jesse, L

Inventor： HEARNE, Jesse, L

IPC: E02D27/00

Abstract: An attachment system and method for coupling a wall (14) and a floor (18) together during and/or after construction, and for facilitating final orientation of the wall and floor, includes first and second members (32, 34) coupled to the respective wall and floor and pivotal about a hinge member (36). The wall and floor, and thus the first and second members, pivot between an assembly position, and a final position. The system can include a strap (40) defining the first and second members, and the hinge member. In the assembly position, the wall or the floor is assembled, and the first and second members are coupled to the respective wall and floor. In the final position, the wall and floor are finally oriented with respect to one another. A fastener (60) can extend through the first and second members in the final position. A concrete anchor (84) can be attached to the second member and can be inserted into a concrete.

公开(公告)号：WO2002061211A1

公开(公告)日：2002-08-08

申请号：PCT/US2001/003299

申请日：2001-02-01

Applicant: WHITE, Richard, W.

Inventor： WHITE, Richard, W.

IPC: E02D27/00

CPC classification number: E02D17/08

Abstract: A integrated scheduling method for installing modified precast building columns (1), first floor grade slab (5) and supporting beams (4) prior to site excavation, and to use these components, together with specialized shoring panels and/or modified exterior wall panels (7, 9, 10, 12, 14), which are installed simultaneously with the excavation, as a shoring system during excavation avoiding the underground floor structures (5) and beams (4), which construction proceeds in an integrated schedule which allows floor structures (5) and beams (4) to act as an integrated lateral shoring system as the specialized shoring panels and/or modified exterior wall panels (7, 9, 10, 12, 14) are forced down to support excavation sides as the excavation proceeds downward, to avoid the necessity of a conventional shoring system.

Abstract translation: 一种用于在现场挖掘之前安装改造的预制建筑立柱（1），一楼板坯（5）和支撑梁（4）的综合调度方法，以及专门的支撑板和/或改进的外墙板 （7,9,10,12,14），其与挖掘同时安装，作为挖掘期间的支撑系统，避免地下楼层结构（5）和梁（4），该构造以综合计划进行，允许地板 作为专门的支撑板和/或改进的外墙板（7,9,10,12,14）的结构（5）和梁（4）用作一体的横向支撑系统，被迫向下以支撑挖掘侧作为挖掘 向下移动，以避免常规支撑系统的必要性。

公开(公告)号：WO01088387A1

公开(公告)日：2001-11-22

申请号：PCT/CH2001/000100

申请日：2001-02-14

IPC: E02D27/00 ,  E04B1/48 ,  F16B13/00 ,  F16B25/04 ,  F16B37/04

CPC classification number: F16B13/002

Abstract: The invention relates to a self-tapping screwed insert (1) comprising a substantially cylindrical bush-shaped insert body (2) with an axial bore (3) and load application means (4) located inside the insert body, said insert having for instance an internal thread. The insert body (2) exhibits on its outer surface (5) at least one cutting edge (6) helicoidally extending along and radially projecting from the main part of the outer surface (5) of the insert body (2). Said cutting edge is designed as a main edge (6) and is wound lengthwise in at least three turns around the insert body (2). In addition to the load application means (4), the inside of the insert body (2) comprises engaging means (8, 81) for transmission of a torque.

Abstract translation: 自攻螺纹插入件（1）具有一个基本上为圆柱形，套筒状销主体（2）具有轴向孔（3）和布置在所述销体负载接合装置（4），例如具有内螺纹的内部。 在其外表面上（5）被装配到定位销主体（2）具有至少一个切削刃（6）沿着大部分销主体（2）和突出于径向方向的外表面（5）的螺旋形延伸。 螺旋叶片被设计成一个主切削刃（6），并在至少三个匝在其纵向延伸围绕定位销主体（2）环绕。 除了负载接合装置（4）是在定位销主体（2）的接合装置（8，81）的内部提供用于传递转矩。

公开(公告)号：WO00068523A1

公开(公告)日：2000-11-16

申请号：PCT/US2000/012795

申请日：2000-05-10

IPC: E02D27/00 ,  A62C35/02 ,  E02D27/01 ,  E04B1/00 ,  E04B1/02 ,  E04B1/08 ,  E04B1/14 ,  E04B1/343 ,  E04B1/62 ,  E04B5/48 ,  E04B7/22 ,  E04C3/02 ,  E04C3/28 ,  E04C3/29 ,  E04H9/02 ,  E06B1/00

CPC classification number: A62C35/02 ,  E02D27/01 ,  E04B1/0007 ,  E04B1/14 ,  E04B5/48 ,  E04B7/22 ,  E04C3/02 ,  E04C3/28 ,  E04C3/29 ,  E06B1/00

Abstract: A modular building system (100) including preformed extrusion-molded polymeric material (116). Parts include integral connector elements (160, 162) which can be slidably and snappingly reversibly interconnected to form the basic frame (102) and panel structures (108) of an overall building. The interconnected region permits limited ranges of angular as well as translational relative motion between adjacent, connected elements. Parts are assembled simply and quickly in the field, without requiring skilled labor or specialized tools, to form a functionally solid and stable building which responds to loads and temperature changes with yieldable, accommodating deformations that minimize the likelihood of building structural damage, and effectively transmit necessary loads to the ground via load-transfer paths through the building.

Abstract translation: 一种模块化建筑系统（100），包括预制的挤出模制的聚合材料（116）。 零件包括可滑动地并且可靠地可逆地互连以形成整个建筑物的基本框架（102）和面板结构（108）的整体连接器元件（160,162）。 相互连接的区域允许在相邻的连接元件之间的角度以及平移相对运动的有限范围。 部件在现场组装简单快速，无需熟练的劳动力或专门的工具，形成一个功能坚实和稳定的建筑物，其响应于负载和温度变化，可屈服的适应变形，最大限度地减少建筑结构损坏的可能性，并有效传输 通过建筑物的载荷传递路径向地面施加必要的载荷。

公开(公告)号：WO1998017872A1

公开(公告)日：1998-04-30

申请号：PCT/US1997018617

申请日：1997-10-16

Applicant: PACIFIC INDUSTRIES, INC.

Inventor： PACIFIC INDUSTRIES, INC. ,  DUFFY, Keith, J.

IPC: E02D27/00

CPC classification number: E04H4/0043 ,  E04H2004/0068

Abstract: A swimming pool (10) is formed of a plurality of multi-wall sections (12), each multi-wall section comprises a preformed plastic or resin and has an inner wall and an outer wall, with the inner wall and the outer (14) separated to define an air space therebetween. The assembled pool walls are spaced a width 'w' at a base (16) of the swimming pool (10) and taper to a width 'y' at an intermediate height of the swimming pool between the base and a top (18) of the swimming pool, wherein w > y. At the top of the swimming pool, the walls are separated a width 'x', wherein x > y. The swimming pool comprises an all plastic or resin construction, and may either be employed as an above-ground pool or an in-ground pool.

Abstract translation: 游泳池（10）由多个多壁部分（12）形成，每个多壁部分包括预制的塑料或树脂，并具有内壁和外壁，内壁和外壁（14） ）分离以在其间限定空气空间。 组合的游泳池壁在游泳池（10）的基部（16）处间隔宽度“w”，并且在游泳池的基座和顶部（18）之间的游泳池的中间高度处逐渐变细到宽度“y” 游泳池，其中w> y。 在游泳池的顶部，墙壁分开宽度“x”，其中x> y。 游泳池包括全塑料或树脂结构，可用作地上游泳池或地下游泳池。

公开(公告)号：WO2022254533A1

公开(公告)日：2022-12-08

申请号：PCT/JP2021/020714

申请日：2021-05-31

Applicant: 積水ハウス株式会社

Inventor： 秋田　早智 ,  市川　和希 ,  長田　敏之 ,  松原　由幸 ,  兼安　健太郎 ,  渡辺　英樹

IPC: E02D27/00

Abstract: アンカー支持具（２０）は、基礎に設けられるアンカーを支持するアンカー支持具であって、アンカーを支持する少なくとも１つの支持部を有する支持板（３０）と、基礎の型枠に対して支持板（３０）を高さ方向に位置決めするスペーサ（３１）と、支持板（３０）を型枠に固定する固定治具（３３）と、を備える。固定治具（３３）は、スペーサ（３１）を介して支持板（３０）を型枠（１０）の上に配置した状態で支持板（３０）を支持する。