公开(公告)号：WO2021245177A1

公开(公告)日：2021-12-09

申请号：PCT/EP2021/064872

申请日：2021-06-02

Applicant: PHYLEM STRUCTURES S.L.

Inventor： PÉREZ ROMERO, Manuel ,  TARAZONA LIZARRAGA, Jaime

IPC: E04B1/26 ,  E04C3/292 ,  E04C3/12 ,  E04B5/12 ,  E04C3/14 ,  E04B5/14 ,  E04C3/36 ,  E04B1/2604 ,  E04B2001/262 ,  E04B2001/264 ,  E04B2001/2672 ,  E04C3/127

Abstract: An engineered wood structural system including multiple vertical structural elements (10) including first seats (11) comprised between parallel vertical struts (12) made of successive aligned vertical strut segments (13) connected to each other, multiple horizontal structural elements (20, 120), supported on said first seats (11), each including an upper horizontal board (21) and a lower horizontal board (22) with at least one second spacer (23) placed in between, and optionally slab members (30) supported on said horizontal structural elements (20, 120) defining at least one structure floor (1).

公开(公告)号：WO2016151128A1

公开(公告)日：2016-09-29

申请号：PCT/EP2016/056686

申请日：2016-03-24

Applicant: VOESTALPINE KREMS GMBH

Inventor： GLÖTZL, Stefan ,  SCHWARZINGER, Michael

IPC: E04G11/50 ,  E04C3/04 ,  E04C3/292

CPC classification number: E04G11/50 ,  E04C3/292 ,  E04C2003/0434 ,  E04C2003/0465 ,  E04G2011/505

Abstract: Es wird eine Betonschalung (100) und ein Schalungsträger (1) mit mindestens einer nagelbaren Leiste (2), mit mindestens einem Befestigungsmittel (3) und mit einem metallischen Hohlprofil (4) gezeigt, das mehrere Seitenwände (5, 11, 14, 16) aufweist und das mit seinen Profilschenkeln (7) eine Längsnut (6) ausbildet, welche Längsnut (6) in mindestens einer ihrer Nutwände (9) wenigstens eine Nutwandöffnung (10) aufweist, wobei die in der Längsnut (6) vorgesehene Leiste (2) durch das die Nutwandöffnung (10) durchragende lösbare Befestigungsmittel (3) am Hohlprofil (4) befestigt ist. Um einen standfesteren und benutzungsfreundlichen Schalungsträger (1) zu schaffen, wird vorgeschlagen, dass das Hohlprofil (4) geschlossen ausgebildet ist und an einer ersten Seitenwand (5) durch deren Profilschenkel (7) die Längsnut (6) ausbildet, wobei wenigstens eine an diese erste Seitenwand (5) geneigt anschließende weitere Seitenwand (11, 16) auf Höhe der Nutwandöffnung (10) der Längsnut (6) ausgenommen ist und damit eine Zugangsöffnung (12) für das lösbare Befestigungsmittel (3) ausbildet.

Abstract translation: 它示出了混凝土模板（100）和一个模板载体（1）与至少一种可钉条（2），具有至少一个固定装置（3），并与一个金属空心型材（4），所述多个侧壁（5，11，14，16 ）和（具有其轮廓四肢7）形成的纵向槽（6），该纵向槽（6）（在它们的槽壁中的至少一个9）至少一种Nutwa​​ndöffnung（10），其中，（在纵向槽6）提供带（2 ），通过该通过对空心型材（4）可释放的紧固装置（3）伸出的Nutwa​​ndöffnung（10）是固定的。 为了提供一个独立更牢固和用户友好的模板载体（1）中，提出的是，空心型材（4）关闭，在第一侧壁（5）由（7）构成的纵向槽（6），其中，至少其中一个其轮廓肢体 在Nutwa​​ndöffnung的纵向槽（6）被排除，用于可释放的紧固装置（3）进入开口（12）的电平（10）第一侧壁（5）倾斜之后的进一步的侧壁（11，16）形成。

公开(公告)号：WO2011068420A1

公开(公告)日：2011-06-09

申请号：PCT/NZ2010/000243

申请日：2010-12-06

Applicant: STRUCTURAL TIMBER INNOVATION COMPANY LIMITED ,  QUENNEVILLE, Pierre ,  SCHEIBMAIR, Felix

Inventor： QUENNEVILLE, Pierre ,  SCHEIBMAIR, Felix

IPC: E04B1/58 ,  E04C3/18 ,  E04B1/26 ,  E04C3/292

CPC classification number: E04B1/2604 ,  E04B2001/2418 ,  E04B2001/2652 ,  E04B2001/2684 ,  E04C3/292

Abstract: A joint between a wood load bearing element of a building and another load bearing element or a foundation includes longitudinally extending elements across the joint and fixed to the load bearing elements at or towards either end of each longitudinally extending element, with at least two such longitudinally extending elements on each of two opposite sides of the joint, at locations spaced across a longitudinal axis through the joint, the longitudinally extending elements holding the joint together.

Abstract translation: 建筑物的木质承载元件和另一承载元件或基座之间的接头包括穿过接头的纵向延伸元件，并且在每个纵向延伸元件的任一端处或朝向每个纵向延伸元件的任一端固定到承载元件，其中至少两个纵向延伸元件 在连接的两个相对侧的每一个上，在穿过接头的纵向轴线间隔开的位置处延伸元件，纵向延伸的元件将接头保持在一起。

公开(公告)号：WO2007133443A3

公开(公告)日：2008-01-24

申请号：PCT/US2007010522

申请日：2007-05-01

Applicant: WILIAN HOLDING CO ,  MCCRACKEN ROBERT

Inventor： MCCRACKEN ROBERT

IPC: E04C3/292

CPC classification number: E04C3/09 ,  E04C3/291 ,  E04C3/292 ,  E04C2003/0439 ,  E04C2003/0452 ,  E04C2003/0465

Abstract: A metal secondary beam used to support sheathing in concrete forming apparatus has a support structure for a nailer that is substantially open to allow concrete bleed water, to readily drain away thereby preventing deterioration of the nailer due to extended contact of water with the nailer. In a preferred embodiment, the support structure is a series of bent tabs lanced in the beam member.

Abstract translation: 用于在混凝土成形设备中支撑护套的金属辅助梁具有基本敞开的允许混凝土排放水的打钉机的支撑结构，以便容易地排出，从而防止由于水与打钉机的长时间接触造成打钉机的劣化。 在优选实施例中，支撑结构是一系列在梁构件中分开的弯曲的突出部。

公开(公告)号：WO2006102798A1

公开(公告)日：2006-10-05

申请号：PCT/CN2005/000513

申请日：2005-04-15

Applicant: 陈传为 ,  李洁如

Inventor： 陈传为 ,  李洁如

IPC: E04G25/00 ,  E04C3/292

CPC classification number: E04C3/292 ,  E04G2011/505

Abstract: A steel-wood composite I-beam, consists of a wooden beam (1), two shaped steels (2) which are fixedly connected to two longitudinal side faces of said wooden beam (1) respectively, and steel enclosing heads which are located at both ends of said wooden beam (1), respectively. Said shaped steels (2) and the wooden beam (1) are connected together as a whole by some punch teeth of steel plate and a fastener (5).

公开(公告)号：WO01033007A1

公开(公告)日：2001-05-10

申请号：PCT/US2000/029566

申请日：2000-10-27

IPC: E04B1/82 ,  E04B1/84 ,  E04B2/74 ,  E04B9/06 ,  E04C3/16 ,  E04C3/18 ,  E04C3/29 ,  E04C3/292

CPC classification number: E04B1/82 ,  E04B1/84 ,  E04B2/7411 ,  E04B2/7412 ,  E04B2/7457 ,  E04B9/06 ,  E04B2001/8254 ,  E04C3/16 ,  E04C3/18 ,  E04C3/185 ,  E04C3/291 ,  E04C3/292

Abstract: A construction beam includes a pair of lateral members (608) and a resilient web (600) extending therebetween. The resilience of the web helps to attenuate sound transmission through the beam from one lateral member to the other. The resilient web according to the present invention is conveniently made from a unitary piece of material. The web is preferably (but not necessarily) provided with spacers (512) formed thereon, so that the lateral members can be easily oriented relative to the web and to each other, so as to be self-jigging. The spacers may conveniently be formed by cutting and bending tabs in the material of the web in desired locations.

Abstract translation: 建筑梁包括一对横向构件（608）和在它们之间延伸的弹性腹板（600）。 网的弹性有助于衰减通过梁从一个横向构件到另一个的声音传播。 根据本发明的弹性纤维网方便地由整体材料制成。 纤维网优选（但不一定）设置有形成在其上的间隔物（512），使得侧向构件可以相对于幅材容易地相对于彼此定向，以便自我跳动。 可以通过在所需位置上切割和弯曲纤维网的材料中的突片来​​方便地形成间隔物。

公开(公告)号：WO00079070A1

公开(公告)日：2000-12-28

申请号：PCT/US2000/016901

申请日：2000-06-19

IPC: E04B1/82 ,  E04B1/84 ,  E04B2/74 ,  E04C3/29 ,  E04C3/292

CPC classification number: E04B1/84 ,  E04B2/7411 ,  E04B2/7412 ,  E04B2/7457 ,  E04B2001/8254 ,  E04C3/291 ,  E04C3/292

Abstract: A construction beam (100) includes a pair of lateral members (102, 104) and a resilient web (106) extending therebetween, so as to present a cross-sectional profile corresponding to commonly used construction beam members (for example, 2" x 4" or 2" x 6" (5.08 cm x 10.16 cm or 5.08 cm x 15.24)). The resilience of the web helps to attenuate sound transmission through the beam from one lateral member to the other. In particular, in a wall frame, the lateral members are mounted at opposite ends thereof to end plates consisting of other construction beams according to the present invention (that is, a pair of lateral members with a resilient web extending therebetween). When the wall frame is used in a building structure, the lateral members of the end plates on the same side are attached to the surrounding structure, leaving the other side of the frame resiliently free floating. A wall is mounted on the free floating side of the wall frame so as to provide a resiliently free floating wall that acts as a sound attenuating "diaphragmatic" absorber. The web is preferably (but not necessarily) provided with spacers (410) formed thereon, so that the lateral members can be easily oriented relative to the web and to each other, so as to be self-jigging. The spacers may conveniently be formed by cutting and bending tabs in the material of the web in desired locations.

Abstract translation: 建筑梁（100）包括一对横向构件（102,104）和在它们之间延伸的弹性腹板（106），以便呈现对应于常用结构梁构件（例如2“x 4“或2”×6“（5.08cm×10.16cm或5.08cm×15.24））。 网的弹性有助于衰减通过梁从一个横向构件到另一个的声音传播。 特别地，在墙壁框架中，侧面构件在其相对端安装到由根据本发明的其它构造梁构成的端板（即，一对横向构件，其中在其间延伸有弹性腹板）。 当在建筑结构中使用壁架时，同一侧的端板的侧向构件附接到周围结构，使框架的另一侧弹性地浮动。 墙壁安装在墙壁框架的自由浮动侧面上，以便提供一个弹性自由的浮动壁，充当声音衰减的“膈肌”吸收体。 纤维网优选（但不一定）设置有形成在其上的间隔物（410），使得侧向构件可以容易地相对于幅材定向并且彼此相对自由地进行。 可以通过在所需位置上切割和弯曲纤维网的材料中的突片来​​方便地形成间隔物。

公开(公告)号：WO00022249A1

公开(公告)日：2000-04-20

申请号：PCT/GB1999/003311

申请日：1999-10-06

IPC: E04B1/19 ,  E04C3/292

CPC classification number: E04B1/19 ,  E04B2001/1933 ,  E04B2001/1936 ,  E04B2001/1945 ,  E04B2001/1951 ,  E04B2001/1981 ,  E04B2001/1984 ,  E04B2001/1993 ,  E04C3/292

Abstract: A support assembly comprising first and second parts, each part comprising a pair of spaced parallel elongate members (12, 14, 62), and a support arrangement (16) extending between the elongate members (12, 14, 62), the first and second parts being mountable together with the planes thereof inclined relative to each other and first ones of the elongate members (12, 62) aligned adjacent and parallel to each other such that the apex defined by the meeting of the first elongate members (12, 62) provides a first support surface, and opposite sides of the other elongate members (14, 62) define second spaced support surfaces. The support arrangement (16) may comprise a plurality of spaced metal members (34), or wooden boards (68).

Abstract translation: 一种支撑组件，包括第一部分和第二部分，每个部分包括一对间隔开的平行细长部件（12,14,62）以及在细长部件（12,14,62）之间延伸的支撑装置（16），第一和第二部分 第二部分可安装在一起，其平面相对于彼此倾斜，并且第一细长构件（12,62）彼此相邻并平行地对准，使得由第一细长构件（12,62）的会聚限定的顶点 ）提供第一支撑表面，并且其它细长构件（14,62）的相对侧限定第二间隔的支撑表面。 支撑装置（16）可以包括多个间隔开的金属构件（34）或木板（68）。

公开(公告)号：WO2023285823A1

公开(公告)日：2023-01-19

申请号：PCT/GB2022/051822

申请日：2022-07-14

Applicant: LEUNG FOR SANG, Mr Fat Kee

Inventor： LEUNG FOR SANG, Mr Fat Kee

IPC: E04C3/292

Abstract: The invention relates to a composite floor beam (30) for use in construction. The composite floor beam (30) comprises an upper part (32) made from a first material extending substantially along the length of the beam and a lower part (34) made from a second material such as metal extending substantially along the length of the beam, the upper part (32) comprises an upper surface (40) and a lower surface (42). The lower part (34) comprises an upper surface (51) and a lower surface (52). The upper surface (40) of the upper part (32) is designed to be arranged horizontally to support a floor above. The upper surface (40) of the upper part (32) is parallel to the lower surface (52) of the lower part (34). The lower surface (52) of the lower part (34) is designed to be arranged horizontally for attachment to a ceiling below. The lower surface (42) of the upper part (32) and the upper surface (51) of the lower part (34) define apertures (36) between them for cabling and/or piping and/or other utilities. The apertures (36) pass from a first side of the beam to a second side of the beam. The direction of the apertures (36) passing from the first side (38) to the second side (39) being transverse to the direction of the length of the beam (30).

公开(公告)号：WO2021258135A1

公开(公告)日：2021-12-30

申请号：PCT/AU2021/050646

申请日：2021-06-22

Applicant: PAYTON, Andrew

Inventor： PAYTON, Andrew

IPC: E04C2/14 ,  E04C3/18 ,  E04C3/292 ,  B32B15/20 ,  B27M3/0026 ,  B27M3/004 ,  B27M3/0073 ,  E04B1/10 ,  E04C2/18 ,  E04C2/24 ,  E04C2/50 ,  E04C3/122 ,  E04F13/10 ,  E04F13/16 ,  E04F15/04 ,  E04F15/102

Abstract: A reinforced timber panel has a timber mass and a spaced apart parallel arrangement of pairs of upper and lower reinforcement rails on respective upper and lower surfaces of the timber mass. Furthermore, a plurality of diagonal screws penetrate the timber mass from spaced apart positions along each reinforcement rail.