公开(公告)号：WO2007118922A9

公开(公告)日：2007-12-21

申请号：PCT/FI2007000075

申请日：2007-03-28

Applicant: NIINIVAARA ENSI KYOESTI JUHANI ,  HURTTA TERO TAPANI ,  NIINIVAARA TARMO EINO TAPANI

Inventor： NIINIVAARA ENSI KYOESTI JUHANI ,  HURTTA TERO TAPANI ,  NIINIVAARA TARMO EINO TAPANI

IPC: E02D27/00 ,  E02D27/01 ,  E02D27/38 ,  E02D27/48 ,  E04B1/38

CPC classification number: E02B3/00 ,  E02B7/22 ,  E02B15/08 ,  E02B15/085

Abstract: A concrete beam and a mounting mechanism, which is a part thereof, is a system with which reinforced concrete beams made into the form of a log structure are quickly, flexibly, and tightly-mounted together, generating waterproof structures to be used, among others, in dam structures, bulkheads, piers, jet-ties, bridges. The beams (17) and (18) are fastened onto each other with a joint device (7).

Abstract translation: 混凝土梁和作为其一部分的安装机构是一种系统，通过该系统，木材形状的钢筋混凝土梁能够快速，灵活和紧密地安装在一起，产生要使用的防水结构等等 ，在水坝结构，舱壁，桥墩，喷头，桥梁。 梁（17）和（18）通过接合装置（7）彼此固定。

公开(公告)号：WO2007113384A1

公开(公告)日：2007-10-11

申请号：PCT/FI2007/050175

申请日：2007-03-30

Applicant: RAUTARUUKKI OYJ ,  NÄRHI, Erkki ,  TANHUANPÄÄ, Janne

Inventor： NÄRHI, Erkki ,  TANHUANPÄÄ, Janne

IPC: E02D27/00 ,  E02D35/00

CPC classification number: E02D27/12

Abstract: For reducing measurement operations for a pier foundation there is measured a position determined by a horizontal measurement point, where a positioning rod (2) is struck in the ground. Thereafter, a base plate (31), which is for the sleeve (4) and provided with hole (32), is placed against the ground such that the rod goes through the hole, and consequently, thanks to the rod measured in place and the hole in the base plate, the lower part of the sleeve is in a correct position. When a foundation pier is cast, it will suffice to make sure with a builder's level, for instance, that the sleeve is upright. Hence, the upper end of the foundation pier is also in a correct position horizontally.

Abstract translation: 为了减少码头基础的测量操作，测量由水平测量点确定的位置，其中定位杆（2）被撞击在地面中。 此后，用于套筒（4）并设置有孔（32）的基板（31）抵靠着地面放置，使得杆穿过该孔，因此，由于在原位测量的杆 基板中的孔，套筒的下部处于正确的位置。 当一个基础码头被施放时，就可以确定建筑师的水平，例如袖子是直立的。 因此，基础墩的上端也处于水平的正确位置。

公开(公告)号：WO2007024266B1

公开(公告)日：2007-08-02

申请号：PCT/US2006006970

申请日：2006-02-27

Applicant: VISONE MICHAEL JOSEPH

Inventor： VISONE MICHAEL JOSEPH

IPC: E02D27/00

CPC classification number: E04B1/2612 ,  Y10T428/12264 ,  Y10T428/12278 ,  Y10T428/1241

Abstract: A partially manufactured contiguous metal joist hanger is provided for field fabrication into the likeness and function of a contiguous joist hanger of a desired shape. The contiguous metal joist hanger comprises vertical flanged mounting brackets and a horizontal supporting seat positionable integral flange bracket for securing wood framing members at an intersecting joint.

公开(公告)号：WO2004072385A3

公开(公告)日：2007-05-03

申请号：PCT/US2004003643

申请日：2004-02-09

Applicant: RIKER RONALD D

Inventor： RIKER RONALD D

IPC: E02D27/42 ,  E02D5/74 ,  E02D27/00 ,  E04C3/30 ,  E04H12/22 ,  H01B1/24 ,  H01C17/065

CPC classification number: H01B1/24 ,  E04H12/2269 ,  H01C17/06586

Abstract: A post and post mount assembly in a hole in the ground has a socket in the hole, concrete in the annular space between the interior walls of the hole and the exterior of the socket, a post in the socket, a wedge member having a tapered portion filling a gap between the socket and the post.

Abstract translation: 位于地面上的孔中的立柱和柱安装组件在孔中具有插座，在孔的内壁和插座的外部之间的环形空间中的混凝土，插座中的柱，具有锥形 部分填充插座和柱之间的间隙。

公开(公告)号：WO2005100699A3

公开(公告)日：2007-01-18

申请号：PCT/US2005011390

申请日：2005-04-06

Applicant: LINSE ROBERT PAUL

Inventor： LINSE ROBERT PAUL

IPC: E02D27/00 ,  E02D27/01 ,  E04B1/343

CPC classification number: E04B1/34342 ,  E02D27/01 ,  E02D27/013 ,  E02D27/016

Abstract: A system for skirting and securely supporting a factory built building against lateral and vertical loads. Lateral loads experienced by the building can include those created by seismic activities, heavy winds, heavy snow and back-filling earth around the building. The system includes at least one footing, at least one support stand and at least one skirting panel. The footing contacts the ground and can be formed of a material such as concrete. The footing includes an elongated channel that securely receives a portion of the support stand and the skirting panel. The support stand includes a plurality of support members and a base. The support members that define the support stand each extend in a common vertical plane. The system allows the building to be easily and quickly assembled. The components are also aesthetically pleasing, while creating a protective and stable support system for the factory built building.

Abstract translation: 一种用于裙边和安全支撑工厂建筑物抵抗横向和垂直载荷的系统。 建筑物经受的横向载荷可能包括由地震活动，大风，大雪和建筑物周围的填充地球造成的负荷。 该系统包括至少一个基脚，至少一个支撑架和至少一个裙板。 底脚接触地面，可由混凝土等材料形成。 底脚包括细长的通道，其牢固地容纳支撑架和裙板板的一部分。 支撑架包括多个支撑构件和底座。 限定支撑架的支撑构件各自在公共垂直平面中延伸。 该系统允许建筑物容易且快速地组装。 这些组件在美观上也是令人愉悦的，同时为工厂建造的建筑创造了一个保护性和稳定的支撑系统。

公开(公告)号：WO2006104840A2

公开(公告)日：2006-10-05

申请号：PCT/US2006/010575

申请日：2006-03-24

Applicant: SIMPSON STRONG-TIE COMPANY, INC. ,  LIN, Jin-Jie

Inventor： LIN, Jin-Jie

IPC: E02D27/00

CPC classification number: E04B1/2604 ,  E04B2001/2684

Abstract: A connector for tying a first building structural member to a second building structural member in conjunction with fastener means and an anchor member, that better withstands tension forces than the prior art, is more economical to produce than the prior art, is easier to produce than the prior art, and is easy to install.

Abstract translation: 与现有技术相比，用于将第一建筑结构构件与紧固件装置和锚固构件相结合的连接件比现有技术更能承受张力，与现有技术相比，更经济地制造比 现有技术，易于安装。

公开(公告)号：WO2005100699A2

公开(公告)日：2005-10-27

申请号：PCT/US2005/011390

申请日：2005-04-06

Applicant: LINSE, Robert, Paul

Inventor： LINSE, Robert, Paul

IPC: E02D27/00

CPC classification number: E04B1/34342 ,  E02D27/01 ,  E02D27/013 ,  E02D27/016

Abstract: A system for skirting and securely supporting a factory built building against lateral and vertical loads. Lateral loads experienced by the building can include those created by seismic activities, heavy winds, heavy snow and back-filling earth around the building. The system includes at least one footing, at least one support stand and at least one skirting panel. The footing contacts the ground and can be formed of a material such as concrete. The footing includes an elongated channel that securely receives a portion of the support stand and the skirting panel. The support stand includes a plurality of support members and a base. The support members that define the support stand each extend in a common vertical plane. The system allows the building to be easily and quickly assembled. The components are also aesthetically pleasing, while creating a protective and stable support system for the factory built building.

Abstract translation: 一种用于裙边和安全支撑工厂建筑物抵抗横向和垂直载荷的系统。 建筑物经受的横向载荷可能包括由地震活动，大风，大雪和建筑物周围的填充地球造成的负荷。 该系统包括至少一个基脚，至少一个支撑架和至少一个裙板。 底脚接触地面，可由混凝土等材料形成。 底脚包括细长的通道，其牢固地容纳支撑架和裙板板的一部分。 支撑架包括多个支撑构件和底座。 限定支撑架的支撑构件各自在公共垂直平面中延伸。 该系统允许建筑物容易且快速地组装。 这些组件在美观上也是令人愉悦的，同时为工厂建造的建筑创造了一个保护性和稳定的支撑系统。

公开(公告)号：WO2004092497A3

公开(公告)日：2005-04-14

申请号：PCT/US2004010988

申请日：2004-04-09

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 time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures within the foundation. Columns may then be attached to the anchor structures without the need for readjusting the location of the columns. The rest of the building framework is subsequently attached to the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler to assemble than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete is also reduced.

Abstract translation: 框架装配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。 基础组件或锚结构首先精确定位在混凝土浇筑之前形成基础，将锚结构包裹在基础之内。 然后可以将柱连接到锚结构，而不需要重新调整柱的位置。 建筑框架的其余部分随后附加到列。 所得到的结构高度抵抗隆起力和地震效应，同时比以前的结构更快更容易组装。 在混凝土完全固化之前对混凝土基础的破裂也减少了。

公开(公告)号：WO2004111350A1

公开(公告)日：2004-12-23

申请号：PCT/JP2004/008313

申请日：2004-06-14

Applicant: 株式会社松本建築デザイン ,  松本 隆

Inventor： 松本 隆

IPC: E02D27/00

CPC classification number: E02D27/32

Abstract: 　やり方を使用せず、極めて簡単な構成の部材を利用して、簡単な手順で基礎へのアンカーボルトの正確な位置決めを実現することを可能とする。 　捨てコンクリート２上に、その上に位置決め表示されたアンカーボルト用の芯墨に対応させて取付具１の台座１ａを固設し、その中空ボルト１ｂにヒンジ部４及びターンバックル部５を介してアンカーボルト６を立ち上げ、その後、基礎のベース部用及び立上り部用のコンクリートを同時に打設し、次いでそのコンクリートの硬化前に、その打設圧力でヒンジ部４が折曲して傾いたアンカーボルト６を鉛直器で測定しながら鉛直に調整し、かつその鉛直状態をコンクリートが硬化するまで鉛直保持器で保持することとし、アンカーボルト６を精密に位置決め設置する。

Abstract translation: 一种能够实现地基螺栓在基础中的精确定位的方法，该方法不使用前置框架，而是使用非常简单的结构和简单的程序的构件。 在具体的sublab（2）上固定安装构件（1）的基座（1a），以便对应于在sublab上指示的用于锚栓的中心标记。 通过使用铰链部分（4）和螺丝扣部分（5）将锚定螺栓（6）放置在基座（1a）的中空螺栓（1b）上。 之后，同时放置用于基础的基部和上部的混凝土。 然后，在混凝土硬化之前，将其铰链部分（4）弯曲并通过混凝土的施加压力倾斜的锚定螺栓（6）在用对中仪器测量的同时被调节到垂直。 垂直状态由垂直保持器保持，直到混凝土硬化，使得锚固螺栓（6）被精确地定位和放置。

公开(公告)号：WO2003083229A3

公开(公告)日：2003-10-09

申请号：PCT/US2003/009947

申请日：2003-03-31

Applicant: FRIESNER, Charles, E.

Inventor： FRIESNER, Charles, E.

IPC: E02D27/00

Abstract: A method for producing a block having a flat bottom, a flat top which is parallel to the bottom and sidewalls which extend between the bottom and the top is disclosed. At least three cooperating mold parts are assembled on a first plate to produce assembled mold parts having interior surfaces which conform with the shape of the sidewalls of the block and flat, coplanar tops and bottoms. The assembled mold parts are clamped together, and a high slump concrete which is hardenable by hydration of cement therein is charged and worked as required into close proximity to the interiors of the mold parts and to the plate inside the mold parts. A foamable composition capable of forming a body of a thermoset, closed cell, urethane foam having a density of about 10 to 60 pounds per cubic foot which fills the interior of the assembled mold parts above the concrete therein is then charged, and a second late is clamped over the tops of the mold parts. Preferably, there are small openings between the interior and the exterior of the mold through which excess water in the concrete can flow without appreciable loss of cement or aggregate from the mold.